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61 Perret, Auguste
[br]b. 12 February 1874 Ixelles, near Brussels, Belgiumd. 26 February 1954 Le Havre (?), France[br]French architect who pioneered and established building design in reinforced concrete in a style suited to the modern movement.[br]Auguste Perret belonged to the family contracting firm of A. \& G.Perret, which early specialized in the use of reinforced concrete. His eight-storey building at 25 bis Rue Franklin in Paris, built in 1902–3, was the first example of frame construction in this material and established its viability for structural design. Both ground plan and façade are uncompromisingly modern, the simplicity of the latter being relieved by unobtrusive faience decoration. The two upper floors, which are set back, and the open terrace roof garden set a pattern for future schemes. All of Perret's buildings had reinforced-concrete structures and this was clearly delineated on the façade designs. The concept was uncommon in Europe at the time, when eclecticism still largely ruled, but was derived from the late nineteenth-century skyscraper façades built by Louis Sullivan in America. In 1905–6 came Perret's Garage Ponthieu in Paris; a striking example of exposed concrete, it had a central façade window glazed in modern design in rich colours. By the 1920s ferroconcrete was in more common use, but Perret still led the field in France with his imaginative, bold use of the material. His most original structure is the Church of Notre Dame at Le Raincy on the outskirts of Paris (1922–3). The imposing exterior with its tall tower in diminishing stages is finely designed, but the interior has magnificence. It is a wide, light church, the segmented vaulted roof supported on slender columns. The whole structure is in concrete apart from the glass window panels, which extend the full height of the walls all around the church. They provide a symphony of colour culminating in deep blue behind the altar. Because of the slenderness of the columns and the richness of the glass, this church possesses a spiritual atmosphere and unimpeded sight and sound of and from the altar for everyone. It became the prototype for churches all over Europe for decades, from Moser in prewar Switzerland to Spence's postwar Coventry Cathedral.In a long working life Perret designed buildings for a wide range of purposes, adhering to his preference for ferroconcrete and adapting its use according to each building's needs. In the 1940s he was responsible for the railway station at Amiens, the Atomic Centre at Saclay and, one of his last important works, the redevelopment after wartime damage of the town centre of Le Havre. For the latter, he laid out large open squares enclosed by prefabricated units, which display a certain monotony, despite the imposing town hall and Church of St Joseph in the Place de L'Hôtel de Ville.[br]Principal Honours and DistinctionsPresident des Réunions Internationales des Architectes. American Society of the French Legion of Honour Gold Medal 1950. Elected after the Second World War to the Institut de France. First President of the International Union of Architects on its creation in 1948. RIBA Royal Gold Medal 1948.Further ReadingP.Blater, 1939, "Work of the architect A.Perret", Architektura SSSR (Moscow) 7:57 (illustrated article).1848 "Auguste Perret: a pioneer in reinforced concrete", Civil Engineers' Review, pp.296–300.Peter Collins, 1959, Concrete: The Vision of a New Architecture: A Study of Auguste Perret and his Precursors, Faber \& Faber.Marcel Zahar, 1959, D'Une Doctrine d'Architecture: Auguste Perret, Paris: Vincent Fréal.DY -
62 modular data center
модульный центр обработки данных (ЦОД)
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[Интент]Параллельные тексты EN-RU
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Data Centers are a hot topic these days. No matter where you look, this once obscure aspect of infrastructure is getting a lot of attention. For years, there have been cost pressures on IT operations and this, when the need for modern capacity is greater than ever, has thrust data centers into the spotlight. Server and rack density continues to rise, placing DC professionals and businesses in tighter and tougher situations while they struggle to manage their IT environments. And now hyper-scale cloud infrastructure is taking traditional technologies to limits never explored before and focusing the imagination of the IT industry on new possibilities.
В настоящее время центры обработки данных являются широко обсуждаемой темой. Куда ни посмотришь, этот некогда малоизвестный аспект инфраструктуры привлекает все больше внимания. Годами ИТ-отделы испытывали нехватку средств и это выдвинуло ЦОДы в центр внимания, в то время, когда необходимость в современных ЦОДах стала как никогда высокой. Плотность серверов и стоек продолжают расти, все больше усложняя ситуацию для специалистов в области охлаждения и организаций в их попытках управлять своими ИТ-средами. И теперь гипермасштабируемая облачная инфраструктура подвергает традиционные технологии невиданным ранее нагрузкам, и заставляет ИТ-индустрию искать новые возможности.
At Microsoft, we have focused a lot of thought and research around how to best operate and maintain our global infrastructure and we want to share those learnings. While obviously there are some aspects that we keep to ourselves, we have shared how we operate facilities daily, our technologies and methodologies, and, most importantly, how we monitor and manage our facilities. Whether it’s speaking at industry events, inviting customers to our “Microsoft data center conferences” held in our data centers, or through other media like blogging and white papers, we believe sharing best practices is paramount and will drive the industry forward. So in that vein, we have some interesting news to share.
В компании MicroSoft уделяют большое внимание изучению наилучших методов эксплуатации и технического обслуживания своей глобальной инфраструктуры и делятся результатами своих исследований. И хотя мы, конечно, не раскрываем некоторые аспекты своих исследований, мы делимся повседневным опытом эксплуатации дата-центров, своими технологиями и методологиями и, что важнее всего, методами контроля и управления своими объектами. Будь то доклады на отраслевых событиях, приглашение клиентов на наши конференции, которые посвящены центрам обработки данных MicroSoft, и проводятся в этих самых дата-центрах, или использование других средств, например, блоги и спецификации, мы уверены, что обмен передовым опытом имеет первостепенное значение и будет продвигать отрасль вперед.
Today we are sharing our Generation 4 Modular Data Center plan. This is our vision and will be the foundation of our cloud data center infrastructure in the next five years. We believe it is one of the most revolutionary changes to happen to data centers in the last 30 years. Joining me, in writing this blog are Daniel Costello, my director of Data Center Research and Engineering and Christian Belady, principal power and cooling architect. I feel their voices will add significant value to driving understanding around the many benefits included in this new design paradigm.
Сейчас мы хотим поделиться своим планом модульного дата-центра четвертого поколения. Это наше видение и оно будет основанием для инфраструктуры наших облачных дата-центров в ближайшие пять лет. Мы считаем, что это одно из самых революционных изменений в дата-центрах за последние 30 лет. Вместе со мной в написании этого блога участвовали Дэниел Костелло, директор по исследованиям и инжинирингу дата-центров, и Кристиан Белади, главный архитектор систем энергоснабжения и охлаждения. Мне кажется, что их авторитет придаст больше веса большому количеству преимуществ, включенных в эту новую парадигму проектирования.
Our “Gen 4” modular data centers will take the flexibility of containerized servers—like those in our Chicago data center—and apply it across the entire facility. So what do we mean by modular? Think of it like “building blocks”, where the data center will be composed of modular units of prefabricated mechanical, electrical, security components, etc., in addition to containerized servers.
Was there a key driver for the Generation 4 Data Center?Наши модульные дата-центры “Gen 4” будут гибкими с контейнерами серверов – как серверы в нашем чикагском дата-центре. И гибкость будет применяться ко всему ЦОД. Итак, что мы подразумеваем под модульностью? Мы думаем о ней как о “строительных блоках”, где дата-центр будет состоять из модульных блоков изготовленных в заводских условиях электрических систем и систем охлаждения, а также систем безопасности и т.п., в дополнение к контейнеризованным серверам.
Был ли ключевой стимул для разработки дата-центра четвертого поколения?
If we were to summarize the promise of our Gen 4 design into a single sentence it would be something like this: “A highly modular, scalable, efficient, just-in-time data center capacity program that can be delivered anywhere in the world very quickly and cheaply, while allowing for continued growth as required.” Sounds too good to be true, doesn’t it? Well, keep in mind that these concepts have been in initial development and prototyping for over a year and are based on cumulative knowledge of previous facility generations and the advances we have made since we began our investments in earnest on this new design.Если бы нам нужно было обобщить достоинства нашего проекта Gen 4 в одном предложении, это выглядело бы следующим образом: “Центр обработки данных с высоким уровнем модульности, расширяемости, и энергетической эффективности, а также возможностью постоянного расширения, в случае необходимости, который можно очень быстро и дешево развертывать в любом месте мира”. Звучит слишком хорошо для того чтобы быть правдой, не так ли? Ну, не забывайте, что эти концепции находились в процессе начальной разработки и создания опытного образца в течение более одного года и основываются на опыте, накопленном в ходе развития предыдущих поколений ЦОД, а также успехах, сделанных нами со времени, когда мы начали вкладывать серьезные средства в этот новый проект.
One of the biggest challenges we’ve had at Microsoft is something Mike likes to call the ‘Goldilock’s Problem’. In a nutshell, the problem can be stated as:
The worst thing we can do in delivering facilities for the business is not have enough capacity online, thus limiting the growth of our products and services.Одну из самых больших проблем, с которыми приходилось сталкиваться Майкрософт, Майк любит называть ‘Проблемой Лютика’. Вкратце, эту проблему можно выразить следующим образом:
Самое худшее, что может быть при строительстве ЦОД для бизнеса, это не располагать достаточными производственными мощностями, и тем самым ограничивать рост наших продуктов и сервисов.The second worst thing we can do in delivering facilities for the business is to have too much capacity online.
А вторым самым худшим моментом в этой сфере может слишком большое количество производственных мощностей.
This has led to a focus on smart, intelligent growth for the business — refining our overall demand picture. It can’t be too hot. It can’t be too cold. It has to be ‘Just Right!’ The capital dollars of investment are too large to make without long term planning. As we struggled to master these interesting challenges, we had to ensure that our technological plan also included solutions for the business and operational challenges we faced as well.
So let’s take a high level look at our Generation 4 designЭто заставило нас сосредоточиваться на интеллектуальном росте для бизнеса — refining our overall demand picture. Это не должно быть слишком горячим. И это не должно быть слишком холодным. Это должно быть ‘как раз, таким как надо!’ Нельзя делать такие большие капиталовложения без долгосрочного планирования. Пока мы старались решить эти интересные проблемы, мы должны были гарантировать, что наш технологический план будет также включать решения для коммерческих и эксплуатационных проблем, с которыми нам также приходилось сталкиваться.
Давайте рассмотрим наш проект дата-центра четвертого поколенияAre you ready for some great visuals? Check out this video at Soapbox. Click here for the Microsoft 4th Gen Video.
It’s a concept video that came out of my Data Center Research and Engineering team, under Daniel Costello, that will give you a view into what we think is the future.
From a configuration, construct-ability and time to market perspective, our primary goals and objectives are to modularize the whole data center. Not just the server side (like the Chicago facility), but the mechanical and electrical space as well. This means using the same kind of parts in pre-manufactured modules, the ability to use containers, skids, or rack-based deployments and the ability to tailor the Redundancy and Reliability requirements to the application at a very specific level.
Посмотрите это видео, перейдите по ссылке для просмотра видео о Microsoft 4th Gen:
Это концептуальное видео, созданное командой отдела Data Center Research and Engineering, возглавляемого Дэниелом Костелло, которое даст вам наше представление о будущем.
С точки зрения конфигурации, строительной технологичности и времени вывода на рынок, нашими главными целями и задачами агрегатирование всего дата-центра. Не только серверную часть, как дата-центр в Чикаго, но также системы охлаждения и электрические системы. Это означает применение деталей одного типа в сборных модулях, возможность использования контейнеров, салазок, или стоечных систем, а также возможность подстраивать требования избыточности и надежности для данного приложения на очень специфичном уровне.Our goals from a cost perspective were simple in concept but tough to deliver. First and foremost, we had to reduce the capital cost per critical Mega Watt by the class of use. Some applications can run with N-level redundancy in the infrastructure, others require a little more infrastructure for support. These different classes of infrastructure requirements meant that optimizing for all cost classes was paramount. At Microsoft, we are not a one trick pony and have many Online products and services (240+) that require different levels of operational support. We understand that and ensured that we addressed it in our design which will allow us to reduce capital costs by 20%-40% or greater depending upon class.
Нашими целями в области затрат были концептуально простыми, но трудно реализуемыми. В первую очередь мы должны были снизить капитальные затраты в пересчете на один мегаватт, в зависимости от класса резервирования. Некоторые приложения могут вполне работать на базе инфраструктуры с резервированием на уровне N, то есть без резервирования, а для работы других приложений требуется больше инфраструктуры. Эти разные классы требований инфраструктуры подразумевали, что оптимизация всех классов затрат имеет преобладающее значение. В Майкрософт мы не ограничиваемся одним решением и располагаем большим количеством интерактивных продуктов и сервисов (240+), которым требуются разные уровни эксплуатационной поддержки. Мы понимаем это, и учитываем это в своем проекте, который позволит нам сокращать капитальные затраты на 20%-40% или более в зависимости от класса.For example, non-critical or geo redundant applications have low hardware reliability requirements on a location basis. As a result, Gen 4 can be configured to provide stripped down, low-cost infrastructure with little or no redundancy and/or temperature control. Let’s say an Online service team decides that due to the dramatically lower cost, they will simply use uncontrolled outside air with temperatures ranging 10-35 C and 20-80% RH. The reality is we are already spec-ing this for all of our servers today and working with server vendors to broaden that range even further as Gen 4 becomes a reality. For this class of infrastructure, we eliminate generators, chillers, UPSs, and possibly lower costs relative to traditional infrastructure.
Например, некритичные или гео-избыточные системы имеют низкие требования к аппаратной надежности на основе местоположения. В результате этого, Gen 4 можно конфигурировать для упрощенной, недорогой инфраструктуры с низким уровнем (или вообще без резервирования) резервирования и / или температурного контроля. Скажем, команда интерактивного сервиса решает, что, в связи с намного меньшими затратами, они будут просто использовать некондиционированный наружный воздух с температурой 10-35°C и влажностью 20-80% RH. В реальности мы уже сегодня предъявляем эти требования к своим серверам и работаем с поставщиками серверов над еще большим расширением диапазона температур, так как наш модуль и подход Gen 4 становится реальностью. Для подобного класса инфраструктуры мы удаляем генераторы, чиллеры, ИБП, и, возможно, будем предлагать более низкие затраты, по сравнению с традиционной инфраструктурой.
Applications that demand higher level of redundancy or temperature control will use configurations of Gen 4 to meet those needs, however, they will also cost more (but still less than traditional data centers). We see this cost difference driving engineering behavioral change in that we predict more applications will drive towards Geo redundancy to lower costs.
Системы, которым требуется более высокий уровень резервирования или температурного контроля, будут использовать конфигурации Gen 4, отвечающие этим требованиям, однако, они будут также стоить больше. Но все равно они будут стоить меньше, чем традиционные дата-центры. Мы предвидим, что эти различия в затратах будут вызывать изменения в методах инжиниринга, и по нашим прогнозам, это будет выражаться в переходе все большего числа систем на гео-избыточность и меньшие затраты.
Another cool thing about Gen 4 is that it allows us to deploy capacity when our demand dictates it. Once finalized, we will no longer need to make large upfront investments. Imagine driving capital costs more closely in-line with actual demand, thus greatly reducing time-to-market and adding the capacity Online inherent in the design. Also reduced is the amount of construction labor required to put these “building blocks” together. Since the entire platform requires pre-manufacture of its core components, on-site construction costs are lowered. This allows us to maximize our return on invested capital.
Еще одно достоинство Gen 4 состоит в том, что он позволяет нам разворачивать дополнительные мощности, когда нам это необходимо. Как только мы закончим проект, нам больше не нужно будет делать большие начальные капиталовложения. Представьте себе возможность более точного согласования капитальных затрат с реальными требованиями, и тем самым значительного снижения времени вывода на рынок и интерактивного добавления мощностей, предусматриваемого проектом. Также снижен объем строительных работ, требуемых для сборки этих “строительных блоков”. Поскольку вся платформа требует предварительного изготовления ее базовых компонентов, затраты на сборку также снижены. Это позволит нам увеличить до максимума окупаемость своих капиталовложений.
Мы все подвергаем сомнениюIn our design process, we questioned everything. You may notice there is no roof and some might be uncomfortable with this. We explored the need of one and throughout our research we got some surprising (positive) results that showed one wasn’t needed.
В своем процессе проектирования мы все подвергаем сомнению. Вы, наверное, обратили внимание на отсутствие крыши, и некоторым специалистам это могло не понравиться. Мы изучили необходимость в крыше и в ходе своих исследований получили удивительные результаты, которые показали, что крыша не нужна.
Серийное производство дата центров
In short, we are striving to bring Henry Ford’s Model T factory to the data center. http://en.wikipedia.org/wiki/Henry_Ford#Model_T. Gen 4 will move data centers from a custom design and build model to a commoditized manufacturing approach. We intend to have our components built in factories and then assemble them in one location (the data center site) very quickly. Think about how a computer, car or plane is built today. Components are manufactured by different companies all over the world to a predefined spec and then integrated in one location based on demands and feature requirements. And just like Henry Ford’s assembly line drove the cost of building and the time-to-market down dramatically for the automobile industry, we expect Gen 4 to do the same for data centers. Everything will be pre-manufactured and assembled on the pad.Мы хотим применить модель автомобильной фабрики Генри Форда к дата-центру. Проект Gen 4 будет способствовать переходу от модели специализированного проектирования и строительства к товарно-производственному, серийному подходу. Мы намерены изготавливать свои компоненты на заводах, а затем очень быстро собирать их в одном месте, в месте строительства дата-центра. Подумайте о том, как сегодня изготавливается компьютер, автомобиль или самолет. Компоненты изготавливаются по заранее определенным спецификациям разными компаниями во всем мире, затем собираются в одном месте на основе спроса и требуемых характеристик. И точно так же как сборочный конвейер Генри Форда привел к значительному уменьшению затрат на производство и времени вывода на рынок в автомобильной промышленности, мы надеемся, что Gen 4 сделает то же самое для дата-центров. Все будет предварительно изготавливаться и собираться на месте.
Невероятно энергоэффективный ЦОД
And did we mention that this platform will be, overall, incredibly energy efficient? From a total energy perspective not only will we have remarkable PUE values, but the total cost of energy going into the facility will be greatly reduced as well. How much energy goes into making concrete? Will we need as much of it? How much energy goes into the fuel of the construction vehicles? This will also be greatly reduced! A key driver is our goal to achieve an average PUE at or below 1.125 by 2012 across our data centers. More than that, we are on a mission to reduce the overall amount of copper and water used in these facilities. We believe these will be the next areas of industry attention when and if the energy problem is solved. So we are asking today…“how can we build a data center with less building”?А мы упоминали, что эта платформа будет, в общем, невероятно энергоэффективной? С точки зрения общей энергии, мы получим не только поразительные значения PUE, но общая стоимость энергии, затраченной на объект будет также значительно снижена. Сколько энергии идет на производство бетона? Нам нужно будет столько энергии? Сколько энергии идет на питание инженерных строительных машин? Это тоже будет значительно снижено! Главным стимулом является достижение среднего PUE не больше 1.125 для всех наших дата-центров к 2012 году. Более того, у нас есть задача сокращения общего количества меди и воды в дата-центрах. Мы думаем, что эти задачи станут следующей заботой отрасли после того как будет решена энергетическая проблема. Итак, сегодня мы спрашиваем себя…“как можно построить дата-центр с меньшим объемом строительных работ”?
Строительство дата центров без чиллеровWe have talked openly and publicly about building chiller-less data centers and running our facilities using aggressive outside economization. Our sincerest hope is that Gen 4 will completely eliminate the use of water. Today’s data centers use massive amounts of water and we see water as the next scarce resource and have decided to take a proactive stance on making water conservation part of our plan.
Мы открыто и публично говорили о строительстве дата-центров без чиллеров и активном использовании в наших центрах обработки данных технологий свободного охлаждения или фрикулинга. Мы искренне надеемся, что Gen 4 позволит полностью отказаться от использования воды. Современные дата-центры расходуют большие объемы воды и так как мы считаем воду следующим редким ресурсом, мы решили принять упреждающие меры и включить экономию воды в свой план.
By sharing this with the industry, we believe everyone can benefit from our methodology. While this concept and approach may be intimidating (or downright frightening) to some in the industry, disclosure ultimately is better for all of us.
Делясь этим опытом с отраслью, мы считаем, что каждый сможет извлечь выгоду из нашей методологией. Хотя эта концепция и подход могут показаться пугающими (или откровенно страшными) для некоторых отраслевых специалистов, раскрывая свои планы мы, в конечном счете, делаем лучше для всех нас.
Gen 4 design (even more than just containers), could reduce the ‘religious’ debates in our industry. With the central spine infrastructure in place, containers or pre-manufactured server halls can be either AC or DC, air-side economized or water-side economized, or not economized at all (though the sanity of that might be questioned). Gen 4 will allow us to decommission, repair and upgrade quickly because everything is modular. No longer will we be governed by the initial decisions made when constructing the facility. We will have almost unlimited use and re-use of the facility and site. We will also be able to use power in an ultra-fluid fashion moving load from critical to non-critical as use and capacity requirements dictate.
Проект Gen 4 позволит уменьшить ‘религиозные’ споры в нашей отрасли. Располагая базовой инфраструктурой, контейнеры или сборные серверные могут оборудоваться системами переменного или постоянного тока, воздушными или водяными экономайзерами, или вообще не использовать экономайзеры. Хотя можно подвергать сомнению разумность такого решения. Gen 4 позволит нам быстро выполнять работы по выводу из эксплуатации, ремонту и модернизации, поскольку все будет модульным. Мы больше не будем руководствоваться начальными решениями, принятыми во время строительства дата-центра. Мы сможем использовать этот дата-центр и инфраструктуру в течение почти неограниченного периода времени. Мы также сможем применять сверхгибкие методы использования электрической энергии, переводя оборудование в режимы критической или некритической нагрузки в соответствии с требуемой мощностью.
Gen 4 – это стандартная платформаFinally, we believe this is a big game changer. Gen 4 will provide a standard platform that our industry can innovate around. For example, all modules in our Gen 4 will have common interfaces clearly defined by our specs and any vendor that meets these specifications will be able to plug into our infrastructure. Whether you are a computer vendor, UPS vendor, generator vendor, etc., you will be able to plug and play into our infrastructure. This means we can also source anyone, anywhere on the globe to minimize costs and maximize performance. We want to help motivate the industry to further innovate—with innovations from which everyone can reap the benefits.
Наконец, мы уверены, что это будет фактором, который значительно изменит ситуацию. Gen 4 будет представлять собой стандартную платформу, которую отрасль сможет обновлять. Например, все модули в нашем Gen 4 будут иметь общепринятые интерфейсы, четко определяемые нашими спецификациями, и оборудование любого поставщика, которое отвечает этим спецификациям можно будет включать в нашу инфраструктуру. Независимо от того производите вы компьютеры, ИБП, генераторы и т.п., вы сможете включать свое оборудование нашу инфраструктуру. Это означает, что мы также сможем обеспечивать всех, в любом месте земного шара, тем самым сводя до минимума затраты и максимальной увеличивая производительность. Мы хотим создать в отрасли мотивацию для дальнейших инноваций – инноваций, от которых каждый сможет получать выгоду.
Главные характеристики дата-центров четвертого поколения Gen4To summarize, the key characteristics of our Generation 4 data centers are:
Scalable
Plug-and-play spine infrastructure
Factory pre-assembled: Pre-Assembled Containers (PACs) & Pre-Manufactured Buildings (PMBs)
Rapid deployment
De-mountable
Reduce TTM
Reduced construction
Sustainable measuresНиже приведены главные характеристики дата-центров четвертого поколения Gen 4:
Расширяемость;
Готовая к использованию базовая инфраструктура;
Изготовление в заводских условиях: сборные контейнеры (PAC) и сборные здания (PMB);
Быстрота развертывания;
Возможность демонтажа;
Снижение времени вывода на рынок (TTM);
Сокращение сроков строительства;
Экологичность;Map applications to DC Class
We hope you join us on this incredible journey of change and innovation!
Long hours of research and engineering time are invested into this process. There are still some long days and nights ahead, but the vision is clear. Rest assured however, that we as refine Generation 4, the team will soon be looking to Generation 5 (even if it is a bit farther out). There is always room to get better.
Использование систем электропитания постоянного тока.
Мы надеемся, что вы присоединитесь к нам в этом невероятном путешествии по миру изменений и инноваций!
На этот проект уже потрачены долгие часы исследований и проектирования. И еще предстоит потратить много дней и ночей, но мы имеем четкое представление о конечной цели. Однако будьте уверены, что как только мы доведем до конца проект модульного дата-центра четвертого поколения, мы вскоре начнем думать о проекте дата-центра пятого поколения. Всегда есть возможность для улучшений.So if you happen to come across Goldilocks in the forest, and you are curious as to why she is smiling you will know that she feels very good about getting very close to ‘JUST RIGHT’.
Generations of Evolution – some background on our data center designsТак что, если вы встретите в лесу девочку по имени Лютик, и вам станет любопытно, почему она улыбается, вы будете знать, что она очень довольна тем, что очень близко подошла к ‘ОПИМАЛЬНОМУ РЕШЕНИЮ’.
Поколения эволюции – история развития наших дата-центровWe thought you might be interested in understanding what happened in the first three generations of our data center designs. When Ray Ozzie wrote his Software plus Services memo it posed a very interesting challenge to us. The winds of change were at ‘tornado’ proportions. That “plus Services” tag had some significant (and unstated) challenges inherent to it. The first was that Microsoft was going to evolve even further into an operations company. While we had been running large scale Internet services since 1995, this development lead us to an entirely new level. Additionally, these “services” would span across both Internet and Enterprise businesses. To those of you who have to operate “stuff”, you know that these are two very different worlds in operational models and challenges. It also meant that, to achieve the same level of reliability and performance required our infrastructure was going to have to scale globally and in a significant way.
Мы подумали, что может быть вам будет интересно узнать историю первых трех поколений наших центров обработки данных. Когда Рэй Оззи написал свою памятную записку Software plus Services, он поставил перед нами очень интересную задачу. Ветра перемен двигались с ураганной скоростью. Это окончание “plus Services” скрывало в себе какие-то значительные и неопределенные задачи. Первая заключалась в том, что Майкрософт собиралась в еще большей степени стать операционной компанией. Несмотря на то, что мы управляли большими интернет-сервисами, начиная с 1995 г., эта разработка подняла нас на абсолютно новый уровень. Кроме того, эти “сервисы” охватывали интернет-компании и корпорации. Тем, кому приходится всем этим управлять, известно, что есть два очень разных мира в области операционных моделей и задач. Это также означало, что для достижения такого же уровня надежности и производительности требовалось, чтобы наша инфраструктура располагала значительными возможностями расширения в глобальных масштабах.
It was that intense atmosphere of change that we first started re-evaluating data center technology and processes in general and our ideas began to reach farther than what was accepted by the industry at large. This was the era of Generation 1. As we look at where most of the world’s data centers are today (and where our facilities were), it represented all the known learning and design requirements that had been in place since IBM built the first purpose-built computer room. These facilities focused more around uptime, reliability and redundancy. Big infrastructure was held accountable to solve all potential environmental shortfalls. This is where the majority of infrastructure in the industry still is today.
Именно в этой атмосфере серьезных изменений мы впервые начали переоценку ЦОД-технологий и технологий вообще, и наши идеи начали выходить за пределы общепринятых в отрасли представлений. Это была эпоха ЦОД первого поколения. Когда мы узнали, где сегодня располагается большинство мировых дата-центров и где находятся наши предприятия, это представляло весь опыт и навыки проектирования, накопленные со времени, когда IBM построила первую серверную. В этих ЦОД больше внимания уделялось бесперебойной работе, надежности и резервированию. Большая инфраструктура была призвана решать все потенциальные экологические проблемы. Сегодня большая часть инфраструктуры все еще находится на этом этапе своего развития.
We soon realized that traditional data centers were quickly becoming outdated. They were not keeping up with the demands of what was happening technologically and environmentally. That’s when we kicked off our Generation 2 design. Gen 2 facilities started taking into account sustainability, energy efficiency, and really looking at the total cost of energy and operations.
Очень быстро мы поняли, что стандартные дата-центры очень быстро становятся устаревшими. Они не поспевали за темпами изменений технологических и экологических требований. Именно тогда мы стали разрабатывать ЦОД второго поколения. В этих дата-центрах Gen 2 стали принимать во внимание такие факторы как устойчивое развитие, энергетическая эффективность, а также общие энергетические и эксплуатационные.
No longer did we view data centers just for the upfront capital costs, but we took a hard look at the facility over the course of its life. Our Quincy, Washington and San Antonio, Texas facilities are examples of our Gen 2 data centers where we explored and implemented new ways to lessen the impact on the environment. These facilities are considered two leading industry examples, based on their energy efficiency and ability to run and operate at new levels of scale and performance by leveraging clean hydro power (Quincy) and recycled waste water (San Antonio) to cool the facility during peak cooling months.
Мы больше не рассматривали дата-центры только с точки зрения начальных капитальных затрат, а внимательно следили за работой ЦОД на протяжении его срока службы. Наши объекты в Куинси, Вашингтоне, и Сан-Антонио, Техас, являются образцами наших ЦОД второго поколения, в которых мы изучали и применяли на практике новые способы снижения воздействия на окружающую среду. Эти объекты считаются двумя ведущими отраслевыми примерами, исходя из их энергетической эффективности и способности работать на новых уровнях производительности, основанных на использовании чистой энергии воды (Куинси) и рециклирования отработанной воды (Сан-Антонио) для охлаждения объекта в самых жарких месяцах.
As we were delivering our Gen 2 facilities into steel and concrete, our Generation 3 facilities were rapidly driving the evolution of the program. The key concepts for our Gen 3 design are increased modularity and greater concentration around energy efficiency and scale. The Gen 3 facility will be best represented by the Chicago, Illinois facility currently under construction. This facility will seem very foreign compared to the traditional data center concepts most of the industry is comfortable with. In fact, if you ever sit around in our container hanger in Chicago it will look incredibly different from a traditional raised-floor data center. We anticipate this modularization will drive huge efficiencies in terms of cost and operations for our business. We will also introduce significant changes in the environmental systems used to run our facilities. These concepts and processes (where applicable) will help us gain even greater efficiencies in our existing footprint, allowing us to further maximize infrastructure investments.
Так как наши ЦОД второго поколения строились из стали и бетона, наши центры обработки данных третьего поколения начали их быстро вытеснять. Главными концептуальными особенностями ЦОД третьего поколения Gen 3 являются повышенная модульность и большее внимание к энергетической эффективности и масштабированию. Дата-центры третьего поколения лучше всего представлены объектом, который в настоящее время строится в Чикаго, Иллинойс. Этот ЦОД будет выглядеть очень необычно, по сравнению с общепринятыми в отрасли представлениями о дата-центре. Действительно, если вам когда-либо удастся побывать в нашем контейнерном ангаре в Чикаго, он покажется вам совершенно непохожим на обычный дата-центр с фальшполом. Мы предполагаем, что этот модульный подход будет способствовать значительному повышению эффективности нашего бизнеса в отношении затрат и операций. Мы также внесем существенные изменения в климатические системы, используемые в наших ЦОД. Эти концепции и технологии, если применимо, позволят нам добиться еще большей эффективности наших существующих дата-центров, и тем самым еще больше увеличивать капиталовложения в инфраструктуру.
This is definitely a journey, not a destination industry. In fact, our Generation 4 design has been under heavy engineering for viability and cost for over a year. While the demand of our commercial growth required us to make investments as we grew, we treated each step in the learning as a process for further innovation in data centers. The design for our future Gen 4 facilities enabled us to make visionary advances that addressed the challenges of building, running, and operating facilities all in one concerted effort.
Это определенно путешествие, а не конечный пункт назначения. На самом деле, наш проект ЦОД четвертого поколения подвергался серьезным испытаниям на жизнеспособность и затраты на протяжении целого года. Хотя необходимость в коммерческом росте требовала от нас постоянных капиталовложений, мы рассматривали каждый этап своего развития как шаг к будущим инновациям в области дата-центров. Проект наших будущих ЦОД четвертого поколения Gen 4 позволил нам делать фантастические предположения, которые касались задач строительства, управления и эксплуатации объектов как единого упорядоченного процесса.
Тематики
Синонимы
EN
Англо-русский словарь нормативно-технической терминологии > modular data center
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63 method
- method
- nметод, способ; система; порядок; методика; технология
- method of analysis
- method of application
- method of attack
- method of bearing and distances
- method of bipolar coordinates
- method of calculation
- method of design
- method of detail survey
- method of elastic weights
- method of electric needles
- method of expansion into series
- method of fixed points
- method of intersection
- method of joint isolation
- method of least work
- methods of manufacture
- method of minimum strain energy
- method of moment distribution
- method of radiation
- method of redistribution of pressure
- method of sections
- method of steam jet
- methods of structural analysis
- method of successive approximations
- methods of testing
- method of water needles
- accepted method of building
- accepted method of house construction
- accurate method of analysis
- adhesive nail-on method
- admittance method
- advanced methods of concreting
- advance slope method
- aggregate exposure method
- air permeability method
- alternate methods
- American method
- analytical method of determining reactions
- API method of pile design
- approximate method
- approximation method
- area method
- area-moment method
- assembly methods
- Austrian method
- autogenous curing method
- balanced cantilever method
- Belgian method
- Benoto method
- bentonite method
- Billner method
- "bin" method
- boiling water method
- boom placement concreting method
- bricklaying methods
- building method
- building block module method
- cable method of rock stressing
- calculation method
- cantilever method
- Chicago method
- circular-arc method
- Coast-Survey method
- collapse method of structural design
- combined finite strip-finite element method
- compaction methods of clays
- conjugate beam method
- consistency measurement method
- construction methods
- construction and erection methods
- contiguous pile method
- continuous-flight augers method
- continuous-sample method of advance
- convergence method
- critical method
- critical path method
- Cross moment distribution method
- Cross method
- cross-section method
- current design methods
- cut-and-cover method
- dampproofing methods
- displacement method
- displacement method of advance
- dual-rail method
- dummy unit-load method
- dust-spot method
- Dutch cone method
- earth pressure balanced tunneling method
- elastic center method
- elastic weights method
- electric analogy method
- electric resisting method
- energy method
- equal friction method of duct sizing
- equal friction method
- equivalent load method
- erection method
- fast track construction methods
- fatigue test method
- finite difference method
- finite element method
- finite strip method
- flight auger method
- flotation caisson method
- flue loss method
- folded plate method of analysis
- force method
- free cantilever method of construction
- general method of analysis
- Glotzl hydraulic cell method
- Gow method
- Hardy Cross method
- housing appraisal method
- in-duct method
- industrialized methods of construction
- iterative method
- jack method
- jacking method
- lacquer curtain coating method
- laser beam method
- leap-frog method
- limit equilibrium method
- limit state method
- listening methods
- load factor design method
- mandrel method
- mathematical method of design
- matrix method of structural analysis
- maturity method
- measuring method
- mixed-mode method
- mix-in-place method
- modern building methods
- modular ratio method
- moiré fringe method
- moment-balance method
- nondestructive methods of tests
- normal method of quality control
- null method
- numerical method
- one-rail method
- optical square method
- permissible stress method
- phototheodolite method
- plastic methods of structural analysis
- plate count method
- precast concrete manufacturing methods
- pressuremeter method
- proven construction methods
- p-y method of pile design
- rapid test method
- ratio method of balancing
- rebound hammer method
- reference point method
- relaxation method
- reproducible methods
- resistivity method
- resonant-frequency method
- reverberant field method
- Rockwell method of hardness testing
- safe method
- safe working methods
- secant interlocking pile method
- secant pile method
- seismic method of surveying
- seismic reflection method
- seismic refraction method
- semiprobabilistic design method
- shear transfer method
- shock response method of pile testing
- sliding-wedge method
- slope deflection method
- solar radiation method
- sonic method
- special method of quality control
- standard test method
- static regain method of duct sizing
- static regain method
- statistical design method
- step-by-step method
- strength design method
- strength evaluation method
- successive approximations method
- suspended cantilever method
- swamp shooting method
- Tagg method
- tangent modulus method
- test methods
- Theis method
- thixotropic liquid method
- three-point method
- tilt-up method
- time-saving method of construction
- TNO method of analysis
- TNO method of pile testing
- transit and stadia method
- tremie method
- truss analogy method
- turn-of-nut method
- ultrasonic pulse velocity method
- vacuum concrete method of bridge construction
- valveless pulse-jet method
- vane shear method
- velocity reduction method of duct sizing
- velocity reduction method
- vibratory method
- Vickers method of hardness testing
- volume method of measuring aggregates
- warm water method
- water fog spray method
- western bricklaying method
- western method
- working-stress design method
Англо-русский строительный словарь. — М.: Русский Язык. С.Н.Корчемкина, С.К.Кашкина, С.В.Курбатова. 1995.
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64 Nervi, Pier Luigi
[br]b. 21 June 1891 Sondrio, Italyd. 9 January 1979 (?), Italy[br]Italian engineer who played a vital role in the use and adaptation of reinforced concrete as a structural material from the 1930s to the 1970s.[br]Nervi early established a reputation in the use of reinforced concrete with his stadium in Florence (1930–2). This elegant concrete structure combines graceful curves with functional solidity and is capable of seating some 35,000 spectators. The stadium was followed by the aircraft hangars built for the Italian Air Force at Orvieto and Ortebello, in which he spanned the vast roofs of the hangars with thin-shelled vaults supported by precast concrete beams and steel-reinforced ribs. The structural strength and subtle curves of these ribbed roofs set the pattern for Nervi's techniques, which he subsequently varied and elaborated on to solve problems that arose in further commissions.Immediately after the Second World War Italy was short of supplies of steel for structural purposes so, in contrast to the USA, Britain and Germany, did not for some years construct any quantity of steel-framed rectangular buildinngs used for offices, housing or industrial use. It was Nervi who led the way to a ferroconcrete approach, using a new type of structure based on these materials in the form of a fine steel mesh sprayed with cement mortar and used to roof all kinds of structures. It was a method that resulted in expressionist curves instead of rectangular blocks, and the first of his great exhibition halls at Turin (1949), with a vault span of 240 ft (73 m), was an early example of this technique. Nervi continued to create original and beautiful ferroconcrete structures of infinite variety: for example, the hall at the Lido di Roma, Ostia; the terme at Chianciano; and the three buildings that he designed for the Rome Olympics in 1960. The Palazzetto dello Sport is probably the most famous of these, for which he co-operated with the architect Annibale Vitellozzi to construct a small sports palace seating 5,000 spectators under a concrete "big top" of 194 ft (59 m) diameter, its enclosing walls supported by thirtysix guy ropes of concrete; inside, the elegant roof displays a floral quality. In 1960 Nervi returned to Turin to build his imaginative Palace of Labour for the centenary celebrations of Garibaldi and Victor Emmanuel in the city. This vast hall, like the Crystal Palace in England a century earlier (see Paxton), had to be built quickly and be suitable for later adaptation. It was therefore constructed partly in steel, and the metal supporting columns rose to palm-leaf capitals reminiscent of those in ancient Nile palaces.Nervi's aim was always to create functional buildings that simultaneously act by their aesthetic qualities as an effective educational influence. Functionalism for Nervi never became "brutalism". In consequence, his work is admired by the lay public as well as by architects. He collaborated with many of the outstanding architects of the day: with Gio Ponti on the Pirelli Building in Milan (1955–9); with Zehrfuss and Breuer on the Y-plan UNESCO Building in Paris (1953–7); and with Marcello Piacentini on the 16,000-seat Palazzo dello Sport in Rome. Nervi found time to write a number of books on building construction and design, lectured in the Universities of Rio de Janiero and Buenos Aires, and was for many years Professor of Technology and Technique of Construction in the Faculty of Architecture at the University of Rome. He continued to design new structures until well into the 1970s.[br]Principal Honours and DistinctionsRIBA Royal Gold Medal 1960. Royal Institute of Structural Engineers Gold Medal 1968. Honorary Degree Edinburgh University, Warsaw University, Munich University, London University, Harvard University. Member International Institute of Arts and Letters, Zurich; American Academy of Arts and Sciences; Royal Academy of Fine Arts, Stockholm.Bibliography1956, Structures, New York: Dodge.1945, Scienza o Arte del Costruire?, Rome: Bussola.Further ReadingP.Desideri et al., 1979, Pier Luigi Nervi, Bologna: Zanichelli.A.L.Huxtable, 1960, Masters of World Architecture; Pier Luigi Nervi, New York: Braziller.DY -
65 work
1) работа; труд; действие; функционирование2) обработка3) обрабатываемая заготовка; обрабатываемая деталь; обрабатываемое изделие4) механизм5) конструкция6) мн. ч. завод; фабрика; мастерские; технические сооружения; строительные работы7) мн. ч. работающие части механизма, подвижные органы механизма8) работать; обрабатывать9) действовать, двигаться, поворачиваться ( о подвижных частях механизмов)10) коробиться•work performed with materials in a smaller quantity — работа, выполненная с недостаточным использованием материалов
work performed without the necessary diligence — работа, выполненная небрежно
work which is not in accordance with specifications — работа, не соответствующая техническим требованиям
work which is not in accordance with the requirements of the engineer — работа, не отвечающая требованиям инженера
to work down — 1) осаживать ( вниз); оседать 2) обрабатывать на меньший размер
to work in — вделывать, вмонтировать
to work into — углубляться во что-либо, уходить внутрь
to work off — 1) соскакивать, соскальзывать ( во время работы) 2) снимать (напр. стружку)
to work on — действовать на что-либо, оказывать влияние на что-либо
to work out — 1) разрабатывать (план, проект) 2) вырабатывать (что-либо) из чего-либо (напр. вытачивать, выстрагивать, выфрезеровывать) 3) выскакивать, выпадать во время работы
to work over — обрабатывать вторично, перерабатывать, подвергать переработке
to work upon — действовать на что-либо, оказывать влияние на что-либо
- work executed - work in process - work of acceleration - work of deformation - work of ideal cycle - work of resistance - work on arbour - works under way - access to works - actual progress of works - amendment of the date of completion of works - amount of the executed works - applied work - asphalt work - assessment of works - auxiliary work - bank work - bargain work - beat-cob work - betterment work - black and white work - bluff work - bonus work - bosh brick work - branch work - branched work - bright work - carpenter's work - cast steel work - cessation of works - chased work - check of works - checking of works - chequer work - chequered work - cindering work - civil works - civil and erection works - clay work - clearing work - commencement of works - completed works - completion of works - concrete work - diversion work - condensing works - construction works - consumed work - continuous execution of works - contract works - cost of works - cost of uncovering works - covered-up works - date of commencement of works - date of completion of works - day-to-day work - day wage work - dead work - defective works - delay in completion of works - delayed completion of works - demolition works - description of works - design and survey works - desilting works - diaper work of bricklaying - drainage work - dredge work - dressing works - drove work - earth works - effective work - embossed work - emergency works - engineering works - erecting works - erection works - examination of works - excavation works - execution of works - expected period of works - extension of the time for completion of works - external work - face work - fascine work - field works - finely finished work - finishing work - fitter's works - flat trellis work - float work - forming work - forthcoming works - frosted rustic work - gauge work - gauged work - geologic works - geological works - grading works - gunite work - heading work - health work - hot work - hydro-meteorologic works - hydro-meteorological works - inadequate progress of works - incomplete lattice work - indicated work - inlaid work - inspection of works - installation work - intake works - irrigation works - jack works - jobbing work - joggle work - ladder work - line work - link work - locksmith's work - machine work - main works - maintenance work - management of works - maritime works - metal work - milling work - motion work - multiple lattice work - nature of works - neat work - negative work - night work - no-load work - odd works - on the site works - order of execution of works - outlet work - outstanding works - overhead works - panel work - partially completed works - part of works - paternoster work - period of works - period of execution of works - permanent works - pilot-scale work - plane frame work - planer work - pneumatic work - port work - portion of works - pottery work - precision work - preliminary works - preparatory works - pressure cementing work - programme of works - progress of works - proper execution of works - prospecting works - public works - pump works - quantity of works - rag work - R and D work - random work - range work - reclamation work - recoverable-strain work - recuperated work - reflected work - reliability of works - relief work - remedial works - repair work - repairing work - required work - research work - resumption of works - retaining works - reticulated work - right of access to works - river training works - rustic work - safety of works - schedule of works - scope of work - shaper work - sheet metal work - shift work - smith and founder work - spillway works - starting work - step-by-step check of works - step-by-step checking of works - stick and rag work - stoppage of works - subcontract works - submarine work - substituted works - sufficiency of works - supervision for works - supervision for of works - survey work - survey and research works - suspension of works - taking over of works - task work - temporary work - test work - test-hole work - three-coat work - through-carved work - time for completion of works - timely completion of works - tool work - topiary work - topographic works - topographical works - track work - treatment works - trellis work - trench work - trestle work - turning work - uncompleted works - uncovering of works - upon completion of works - variations in works - variations of works - volume of works - wiring work - X-ray workto complete works (in the time stipulated in the contract) — завершать работы (в срок, оговорённый в контракте)
* * *1. работа2. изделие3. обработка4. возводимый объект (строительства) ( по подрядному договору); конструкция, сооружение5. работа, мощность6. pl сооружение, сооружения7. pl завод, фабрика, мастерскиеwork above ground — наземные работы ( в отличие от подземных и подводных); работы, производимые на поверхности земли
work below ground ( level) — подземные работы
work carried out on site — работы, выполненные на стройплощадке
work done in sections — работа, выполненная отдельными секциями [частями]
work in open excavations — работы в открытых выемках [горных выработках]
work in progress — (строительные) работы в стадии выполнения, выполняемые [производимые] (строительные) работы; объект в стадии строительства
work in water — работы, производимые в воде [под водой]
work near water — работы, производимые близ водоёмов или рек
- work of deformationwork on schedule — работы в процессе выполнения ( по графику); работы, предусмотренные планом [графиком]
- work of external forces
- work of internal forces
- above-ground works
- additional work
- agricultural works
- alteration work
- ashlar work
- auxiliary work
- avalanche baffle works
- axed work
- backfill work
- backing masonry work
- bag work
- bench work
- block work
- brewery works
- brick work
- broken-color work
- brush work
- building work
- building site works
- carcass work
- carpenter's work
- cement works
- chemical production works
- civil engineering work
- coast protection works
- cob work
- completed work
- complicated building work
- concrete work
- concrete block masonry work
- concrete masonry work
- constructional work
- construction work
- continuous shift work
- contract work
- coursed work
- crib work
- day work
- dead work
- defective work
- defence works
- deformation work
- demolition work
- development work
- diver's works
- diversion works
- donkey work
- drainage works
- earth work
- earth-moving work
- elastic work of a material
- electric work
- electricity production works
- emergency work
- enclosed construction works
- engineering works
- erection work
- erosion protection works
- excavation works
- experimental work
- external work
- extra work
- facing work
- factory work
- fascine work
- finishing work
- finish work
- floating construction works
- flood-control works
- flood-protection works
- floor work
- floor-and-wall tiling work
- floor covering work
- food industry production work
- foundation work
- funerary works
- further day's work
- gas works
- gauged work
- glazed work
- glazier's work
- half-plain work
- hammered work
- hand work
- handy work
- heat insulation work
- heavy work
- highly mechanized work
- hot work
- in-fill masonry work
- innovative construction work
- insulating work
- intake works
- internal work in the system
- ironmongery work
- joinery work
- land retention works
- landslide protection works
- loading works
- manual work
- marine works
- metallurgical processing works
- night work
- nonconforming work
- office work
- off-the-site work
- one-coat work
- open-air intake works
- open construction works
- ornamental works
- ornate work
- outlet works
- overhang work
- overhead work
- permanent works up to ground level
- petroleum extraction works
- piece work
- pitched work
- plaster work
- plumbing work
- power production works
- precast works
- production works
- promotion work
- protection works
- protective works
- public works
- random ashlar work
- refurbishment work
- refuse disposal works
- refuse incineration works
- regulation works
- reinforced concrete work
- research work
- reticulated work
- road transport works
- roof tiling work
- rubble ashlar masonry work
- sanitary works
- sea defence works
- sediment exclusion works
- sewage disposal works
- single construction works
- smillage-axed work
- solid plaster work
- steel construction works
- steel works
- steel plate work
- structural restoration work
- surface transport works
- temporary works
- textile work
- three-coat work
- tiling work
- training works
- transport works
- treatment works
- two-coat work
- underground work
- underwater work
- unloading works
- vermiculated work
- virtual work
- waste disposal works
- water works
- water treatment works -
66 Wright, Frank Lloyd
SUBJECT AREA: Architecture and building[br]b. 8 June 1869 Richland Center, Wisconsin, USAd. 9 April 1959 Phoenix, Arizona, USA[br]American architect who, in an unparalleled career spanning almost seventy years, became the most important figure on the modern architectural scene both in his own country and far further afield.[br]Wright began his career in 1887 working in the Chicago offices of Adler \& Sullivan. He conceived a great admiration for Sullivan, who was then concentrating upon large commercial projects in modern mode, producing functional yet decorative buildings which took all possible advantage of new structural methods. Wright was responsible for many of the domestic commissions.In 1893 Wright left the firm in order to set up practice on his own, thus initiating a career which was to develop into three distinct phases. In the first of these, up until the First World War, he was chiefly designing houses in a concept in which he envisaged "the house as a shelter". These buildings displayed his deeply held opinion that detached houses in country areas should be designed as an integral part of the landscape, a view later to be evidenced strongly in the work of modern Finnish architects. Wright's designs were called "prairie houses" because so many of them were built in the MidWest of America, which Wright described as a "prairie". These were low and spreading, with gently sloping rooflines, very plain and clean lined, built of traditional materials in warm rural colours, blending softly into their settings. Typical was W.W.Willit's house of 1902 in Highland Park, Illinois.In the second phase of his career Wright began to build more extensively in modern materials, utilizing advanced means of construction. A notable example was his remarkable Imperial Hotel in Tokyo, carefully designed and built in 1916–22 (now demolished), with special foundations and structure to withstand (successfully) strong earthquake tremors. He also became interested in the possibilities of reinforced concrete; in 1906 he built his church at Oak Park, Illinois, entirely of this material. In the 1920s, in California, he abandoned his use of traditional materials for house building in favour of precast concrete blocks, which were intended to provide an "organic" continuity between structure and decorative surfacing. In his continued exploration of the possibilities of concrete as a building material, he created the dramatic concept of'Falling Water', a house built in 1935–7 at Bear Run in Pennsylvania in which he projected massive reinforced-concrete terraces cantilevered from a cliff over a waterfall in the woodlands. In the later 1930s an extraordinary run of original concepts came from Wright, then nearing 70 years of age, ranging from his own winter residence and studio, Taliesin West in Arizona, to the administration block for Johnson Wax (1936–9) in Racine, Wisconsin, where the main interior ceiling was supported by Minoan-style, inversely tapered concrete columns rising to spreading circular capitals which contained lighting tubes of Pyrex glass.Frank Lloyd Wright continued to work until four days before his death at the age of 91. One of his most important and certainly controversial commissions was the Solomon R.Guggenheim Museum in New York. This had been proposed in 1943 but was not finally built until 1956–9; in this striking design the museum's exhibition areas are ranged along a gradually mounting spiral ramp lit effectively from above. Controversy stemmed from the unusual and original design of exterior banding and interior descending spiral for wall-display of paintings: some critics strongly approved, while others, equally strongly, did not.[br]Principal Honours and DistinctionsRIBA Royal Gold Medal 1941.Bibliography1945, An Autobiography, Faber \& Faber.Further ReadingE.Kaufmann (ed.), 1957, Frank Lloyd Wright: an American Architect, New York: Horizon Press.H.Russell Hitchcock, 1973, In the Nature of Materials, New York: Da Capo.T.A.Heinz, 1982, Frank Lloyd Wright, New York: St Martin's.DY -
67 machine
1) машина; станок; двигатель; механизм3) машинный4) механически обрабатывать; обрабатывать на станке•machine for laying track ballast, panels and sleepers — машина для прокладки щебня для балластировки пути, путевых звеньев и шпал
- asphalt-placing machine - asphalt-spreading machine - auger brick machine - automatic arc welding machine - automatic setting machine - band-sawing machine - bending machine - bind machine - binding machine - bitumen melting, conveying and application machines for roofs - blade machine - blending machine - block machine - block-cutting machine - block-making machine - blue-printing machine - bolting machine - bolt-threading machine - borehole drilling machine - boring machine - boring and mortising machine - bottom-facing machine - box-hole boring machine - brick-moulding machine - Brinell's machine - brush machine - bucket-trenching machine - butt-welding machine - cable-dragging machine - cable-laying machine - calculating machine - cambering machine - capacity of a machine - caterpillar excavating machine - cement injection machine - cement testing machine - centrifugal machine - chain-and-tooth machine - clay-cutting machine - clay-working machine - cleaving machine - cold saw-cutting-off machine - component assembly machine - compression testing machine - concrete finishing machine - concrete smoothing machine - concrete spraying machine - concrete trowel machine - concrete vibratory machine - concreting machine - cooling machine - corrosion-fatigue testing machine - crane boom machine - crane-boring machine - crushing machine - cutting machine - dado-head machine - deairing machine - dependability of a machine operations - design of a machine - digging machine - direct stress machine - ditching machine - drawing machine - dredging machine - drill-ripping machine - dynamic machine - edge-grinding and polishing machine - excavating machine - excelsior cutting machine - extruding machine - fatigue testing machine - felling and milling machine - finishing machine - frozen-earth-excavating machine - gang-sawing machine - gas-welding machine - glass-washing machine - grooving machine - grouting machine - Guillery impact machine - gutters machine - hack-sawing machine - hand bending machine - handle attaching, screen printing, decal application machine - hardness testing machine - hoisting machine - hydraulic machine - hydraulic casing machine - idle time of a machine - impact machine - insulating tape winding machine - jarring machine - joint-cutting machine - jolt-moulding machine - jolt-ramming machine - knapping machine - kneading machine - knock-boring machine - lacerating machine - lazer-guided machine - lime hydrating machine - lining machine - loaded machine - magnetic pulsed arc welding machine - manner-type slaking machine - match-boarding machine - mixing machine - mortar-mixing machine - mortising slot machine - nail-driving machine - nailing machine - one head automatic arc welding machine - operational machine - packing machine - pavement-marking machine - paving machine - pavingstone-laying machine - percussion riveting machine - pile-drawing machine - pipe-bending machine - pipe-cleaning machine - pipe-cutting machine - pipe-laying machine - pipe-threading machine - pipe-welding machine - planing machine - plaster-floating and trowelling machine - plastering machine - plate-punching machine - polishing machine - power polymer concrete spraying machine for the road - pressure casting machine - profiling machine - ram impact machine - refrigerating machine - reinforcement welding machine - reinforcement winding machine - reversed torsion machine - road marking machine - rock-boring machine - roof bolting machine - rotating beam-type machine - rotating cantilever beam-type machine - scooping machine - scraper machine - screening machine - separating machine - service life of machine - sieving machine - skid proofing machine - slotting machine - soil-compacting machine - sorting machine - sounding machine - spinning machine - splitting machine - spot welding machine - spraying machine for road binders - standard machine capacity - stationary processing machine for sleepers and rails - stone-laying machine - strikeoff machine - stripper machine - synchronous machine - tensile-testing machine - testing machine - track lifting and slewing machine - trench-cutting machine - trenching machine - tunnelling machine - universal machine for track-laying - universal testing machine - unpiling machine - vibration machine - vibratory impact machine - welding machine - wire-winding machineto operate a machine — управлять машиной, работать на станке
* * *машина; станок; механизм; устройство; установка- absorption refrigerating machine
- absorption machine
- adsorption refrigerating machine
- adsorption machine
- air placing machine
- air refrigerating machine
- all-purpose machine
- ammonia refrigerating machine
- anchor machine
- automatic tamping and leveling machine
- axial piston machine
- backhoe tunneling machine
- bag filling machine
- bag packing machine
- ballast cleaning machine
- ballast dressing machine
- ballast screening machine
- ballast tamping machine
- bar bending machine
- bar-cropping machine
- basic machine
- bead-forming machine
- beam-molding machine
- bending machine
- bending testing machine
- bitumen spraying machine
- blasting machine
- block-making machine
- building material machines
- bulk-handling machines
- carrying and lifting machines
- casting machine
- centrifugal refrigerating machine
- Charpy impact machine
- cleaning priming and taping machine
- cold air machine
- combination floating-troweling machine
- compaction machine
- compression refrigerating machine
- compression testing machine
- concrete core drilling machine
- concrete finishing machine
- concrete molding machine
- concrete placing machine
- concrete vibrating machine
- construction machines
- creasing machine
- cribbing machine
- cutting-off machine
- ditching machine
- drafting machine
- drag scraper machine
- drilling machine
- drum digger tunneling machine
- duct forming machine
- excavating machines
- finishing machine
- flanging machine
- folding machine
- forming machine
- frost gritting machine
- gauging machine
- grinding machine
- grouting machine
- guniting machine
- hoisting machine
- Izod impact machine
- Izod machine
- joint grouting machine
- joint sealing machine
- laser-guided machine
- laydown machine
- laying and finishing machine
- lithium bromide refrigerating machine
- lockforming machine
- material handling machine
- materials testing machine
- material testing machine
- molding machine
- mortise machine
- padding machine
- pavement diamond core drilling machine
- pavement core drilling machine
- pendulum impact testing machine
- pendulum impact machine
- percussion riveting machine
- piling machine
- pipe-bending machine
- pipe-cutting machine
- pipelining machine
- pipemaking machine
- pipe threading machine
- plasma cutting machine
- pneumatic riveting machine
- pneumatic wood-boring machine
- polishing machine
- portable planing machine
- precast concrete machine
- rail-welding machine
- refrigerating machine
- road grooving machine
- rollforming machine
- rounding machine
- screeding machine
- seam closing machine
- self-propelled machine
- single rail-mounted machine
- slab-making machine
- slipforming machine
- soft ground tunneling machine
- spiking machine
- steam jet refrigerating machine
- stirrup bending machine
- strikeoff machine
- stump pulling machine
- swaging machine
- tamping machine
- tensile machine
- tensile-and-compression machine
- testing machine
- thread-cutting machine
- tile ditching machine
- towed machine
- tracked machine
- trenching machine
- triaxial compression machine
- troweling machine
- tunnel boring machine
- vacuum refrigeration machine
- vibrating machine
- vibrating and finishing machine
- vibroflot machine
- walk-behind machine
- wire winding machine
- wrapping machine -
68 Breuer, Marcel Lajos
[br]b. 22 May 1902 Pécs, Hungaryd. 1 July 1981 New York (?), USA[br]Hungarian member of the European Bauhaus generation in the 1920s, who went on to become a leader in the modern school of architectural and furniture design in Europe and the United States.[br]Breuer began his student days following an art course in Vienna, but joined the Bauhaus at Weimar, where he later graduated, in 1920. When Gropius re-established the school in purpose-built structures at Dessau, Breuer became a member of the teaching staff in charge of the carpentry and furniture workshops. Much of his time there was spent in design and research into new materials being applied to furniture and interior decoration. The essence of his contribution was to relate the design of furniture to industrial production; in this field he developed the tubular-steel structure, especially in chair design, and experimented with aluminium as a furniture material as well as pieces of furniture made up from modular units. His furniture style was characterized by an elegance of line and a careful avoidance of superfluous detail. By 1926 he had furnished the Bauhaus with such furniture in chromium-plated steel, and two years later had developed a cantilevered chair.Breuer left the Bauhaus in 1928 and set up an architectural practice in Berlin. In the early 1930s he also spent some time in Switzerland. Notable from these years was his Harnischmacher Haus in Wiesbaden and his apartment buildings in the Dolderthal area of Zurich. His architectural work was at first influenced by constructivism, and then by that of Le Corbusier (see Charles-Edouard Jeanneret). In 1935 he moved to England, where in partnership with F.R.S. Yorke he built some houses and continued to practise furniture design. The Isokon Furniture Co. commissioned him to develop ideas that took advantage of the new bending and moulding processes in laminated wood, one result being his much-copied reclining chair.In 1937, like so many of the European architectural refugees from Nazism, he found himself under-occupied due to the reluctance of English clients to embrace the modern architectural movement. He went to the United States at Gropius's invitation to join him as a professor at Harvard. Breuer and Gropius were influential in training a new generation of American architects, and in particular they built a number of houses. This partnership ended in 1941 and Breuer set up practice in New York. His style of work from this time on was still modern, but became more varied. In housing, he adapted his style to American needs and used local materials in a functional manner. In the Whitney Museum (1966) he worked in a sculptural, granite-clad style. Often he utilized a bold reinforced-concrete form, as in his collaboration with Pier Luigi Nervi and Bernard Zehrfuss in the Paris UNESCO Building (1953–8) and the US Embassy in the Hague (1954–8). He displayed his masterly handling of poured concrete used in a strikingly expressionistic, sculptural manner in his St John's Abbey (1953–61) in Collegeville, Minnesota, and in 1973 his Church of St Francis de Sale in Michigan won him the top award of the American Institute of Architects.[br]Principal Honours and DistinctionsAmerican Institute of Architects Medal of Honour 1964, Gold Medal 1968. Jefferson Foundation Medal 1968.Bibliography1955, Sun and Shadow, the Philosophy of an Architect, New York: Dodd Read (autobiography).Further ReadingC.Jones (ed.), 1963, Marcel Breuer: Buildings and Projects 1921–1961, New York: Praeger.T.Papachristou (ed.), 1970, Marcel Breuer: New Buildings and Projects 1960–1970, New York: Praeger.DY -
69 structure
- structure
- n1. конструкция; конструктивная система (здания, сооружения)
2. сооружение, здание
3. структура
4. pl леса; подмости; поддерживающие конструкции
structure beyond repair — сооружение, не подлежащее восстановлению ( из-за чрезмерного износа)
structure designed by elastic method of analysis — конструкция, рассчитанная с учётом только упругой работы
structure designed by plastic theory — конструкция, рассчитанная по теории пластичности
structure designed on an experimental basis — сооружение [объект] экспериментального проектирования
structure exposed to wind force — сооружение, подвергаемое воздействию ветровых нагрузок; сооружение, для которого ветровые нагрузки являются основными
structure in design stage — сооружение в стадии проектирования; проектируемое сооружение
to make the structure statically determinate — превратить конструкцию в статически определимую ( путём удаления лишних связей)
structure subjected to specified loads — конструкция, нагруженная заданными [расчётными] нагрузками
- above-grade structure
- air-supported structure
- alien structure
- alignment structure
- all-metal structure
- all welded steel structure
- amorphous structure
- angle structure
- appurtenant structure
- arched structure
- architectural structure
- Armco multiplate superspan bridging structures
- armocement structure
- aseismic structure
- atomic reactor containment structure
- auxiliary structure
- avalanche brake structure
- backwater structure
- bank protection structure
- beam-and-column structure
- block structure
- box-type structure
- box structure
- braced structure
- building structure
- bulkhead structure
- cantilever structure
- carrying structure
- cased structure
- cast-in-situ structure
- cellular structure
- cladding structure
- closure structure
- coast-protecting structure
- completed structure
- composite structure
- concrete structure
- concrete gravity structure
- conjugation structure
- continuous structure
- control structure
- conveyance structure
- crest structure
- crib structure
- cross-wall structures
- crystalline structure
- dead-end structure
- dispersed structure
- dome structure
- drop structure
- earth structure
- earthquake-resistant structure
- earth-sheltered structure
- encased structure
- enclosing structures
- engineering structures
- external protection structure
- fish-protection structure
- fixed gravity structure
- floated-in structure
- floating structure
- flocculated structure
- floor structure
- folded plate structure
- folded structure
- framed structure
- freely supported structure
- free standing tower structure
- geological structure
- girder structure
- glass-block structure
- glued structure
- granular structure
- gravity structure
- grid structure
- guide structure
- heated structure
- heat-insulated structure
- high-rise structure
- high-strength structure
- hinged structure
- honeycomb structure
- hydraulic structure
- hyperstatic structure
- in-line structure
- intake structure
- laminated structure
- large-block structure
- large panel structure
- large span structure
- lattice structure
- lightweight structure
- linear structures
- line structures
- load-bearing structure
- log structure
- long span structure
- major structure
- manure storage structure
- marine structure
- massive concrete structure
- mass concrete structure
- metal structure
- modular structure
- multilevel structure
- multilevel cast-in-place parking structure
- multilevel precast concrete bar structure
- multiple span structure
- multistorey structure
- nonbearing structure
- nuclear energy structures
- offshore structure
- oil field structure
- open parking structure
- open-pile braced structure
- open-web structure
- orthotropic structure
- outfall structure
- outlet structure
- panel structure
- parking structure
- perlitic structure
- permanent structure
- pile structure
- pile-and-crib structure
- plate structures
- port structure
- portable structure
- portal structure
- post-and-beam structure
- precast structure
- prestressed structure
- prestressed pretensioned structure
- pretensioned structure
- radial plan structure
- rectilinear structure
- redundant structure
- regulating structure
- reinforced concrete structure
- reinforced masonry structure
- reinforced soil structure
- reinforced timber structure
- rigid structure
- rigid-plastic structure
- roof structure
- seismic structure
- self-supporting structure
- shell structure
- simply supported structure
- single span structure
- skeleton-type structure
- skeleton structure
- soil structure
- solid structure
- space structure
- space-grid structure
- spillway structure
- sports structure
- statically determinate structure
- statically indeterminate structure
- steel structure
- steel and concrete structure
- steel bearing structure
- storage structure
- stressed skin structure
- submerged structure
- subsurface structure
- supporting structure
- surface structure
- suspended structure
- suspended cable net structure
- tailrace structure
- tall structure
- thin-shell structure
- thin-walled prismatic structure
- thin-walled steel structure
- training structure
- truss structure
- tube-in-tube structure
- tubular structure
- turnout structure
- unclad structure
- underground structure
- underpinning structure
- underwater structure
- unified structure
- unsafe structure
- unusual structure
- urban structure
- utility structures
- vault structure
- water-conveyance structure
- water-diverting structure
- water-filled framed structure
- waterfront structure
- water retaining structure
- welded structure
- zoned earthfill structure
Англо-русский строительный словарь. — М.: Русский Язык. С.Н.Корчемкина, С.К.Кашкина, С.В.Курбатова. 1995.
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70 Coignet, François
SUBJECT AREA: Architecture and building[br]b. 1814d. 1888[br]French pioneer in the development of the structural use of iron reinforcement of concrete.[br]As early as 1847, Coignet built some houses of poured (unreinforced) concrete, but in 1852, in a house at 72 rue Charles Michel, in St Denis, he first employed his own system of what he called béton armé, meaning reinforced concrete. Coignet exhibited his technique of reinforcement using iron bars at the Paris Exposition of 1855 and was quoted as forecasting that cement, concrete and iron were destined to replace stone. A year later he patented a method of reinforcing concrete with iron tirants, a reference to the metal ropes or bars being under tension, and in 1861 he published a treatise on concrete. Coignet is credited with building several examples of concrete shell casing to iron structures in conjunction with different architects—e.g., the Church of Le Vésinet (1863, Seine et Oise).[br]Further ReadingNikolaus Pevsner, 1984, Pioneers of Modern Design, Penguin.DY -
71 construction
1) строительство; стройка; постройка;2) конструкция; сооружение; строение; здание•- construction of diagram - construction of penetration macadam - construction of traffic facilities - adobe construction - agricultural building construction - airfield construction - air-supported construction - airtight construction - aseismic constructions - avalanche-protection construction - balanced construction of plywood - balloon frame construction - basic construction - BBS construction - beam and girder construction - bearing-wall construction - block construction - brick construction - bridge construction - building construction - cable constructions - cage construction - capital construction - carry-over construction - cast-in-place construction - cast-in-situ constructions - catenary construction - civil engineering construction - civilian construction - completion of construction - complex construction - composite construction - concrete construction - concrete-bent construction - contract construction - cost of construction - cross-wall construction - dam construction - date of completion of construction - delay in construction - delay in the construction of a project - double-skin construction - dry construction - dry-wall construction - dust-tight construction - environment-oriented home construction - fast construction - feasibility of the construction of a project - fill construction - fireproof construction - fixed period of construction - frame construction - fully-prefabricated construction - girderless construction - glued construction - high-rise construction - hipped-plate construction - hollow-wood construction - housing construction - hydraulic engineering construction - incombustible construction - incompleted construction project - individual housing construction - industrial building construction - industrialized construction - industrialized construction with apartments modules - integrated construction - laminated construction - large-panel constructions - large-sized block constructions - layer-built construction - levee construction - lift-slab construction - lightweight construction - load-carrying construction - lumber construction - lumber core construction - masonry construction - metal construction - methods of construction - mixed construction - modular construction - municipal construction - multiply construction - mushroom construction - mushroom slab construction - non-fireproof construction - ordinary construction - organization of construction - pace of construction - pan construction - panel construction - panelled construction - partially-prestressed composite construction - period of construction - plastic construction - plated construction - platform frame construction - pneumatic construction - portable unit construction - post-and-beam construction - posttensioned construction - power and water supply of the construction - power plant construction - pre-assembled member construction - precast construction - precast and cast-in-situ construction - precast concrete construction - precast panel construction - prefabricated construction - prefabricated demountable constructions - preload construction of tank - pre-posttensioned concrete construction - prestressed constructions - pretensioned concrete constructions reinforced with wires - pretensioned concrete constructions - project construction - protected metal construction - rammed earth construction - rammed loam construction - region of construction - reinforced brick construction - reinforced concrete construction - reinforced masonry construction - road construction - road-mix construction - sandwich construction - section construction - sectional construction - shell construction - simple in construction - skeleton construction - slow-burning construction - space grid constructions - stage construction - steel construction - steel-frame construction - steel-plate constructions - stone constructions - supporting construction - suspended constructions - temporary construction - thin-shell construction - thin-slab construction - thin-wall construction - total-prefabricated construction - two-dimensional construction - under construction - unit construction - urban construction - veneered construction - wall-bearing construction - water-front construction - welded construction - winter building construction - wood construction -
72 block
1) блок
2) букетировать
3) блокировать
4) блокировка
5) блокирующий
6) блоковый
7) блочный
8) блочок
9) боек
10) брусчатка
11) брусчатый
12) забиваться
13) запереть
14) кабанок
15) каточек
16) колода
17) колодочный
18) сухарь
19) фишка
20) чурбак
21) чурбан
22) <math.> блок матрицы
23) глыба
24) загромождать
25) квартал
26) бабка
27) сплошной
28) вырубной
29) узел
30) агрегат
– absolute block
– adobe block
– angle block
– anvil block
– beam block
– bilge block
– block address
– block and tackle
– block aperture
– block book
– block brake
– block carry
– block chain
– block clutch
– block code
– block coefficient
– block diagram
– block form
– block freezing
– block gage
– block ice
– block ideal
– block indicator
– block instrument
– block insulation
– block level
– block matrix
– block of words
– block off traffic
– block out
– block parquet
– block pavement
– block perforation
– block polymerization
– block pressing
– block receiver
– block representation
– block shock-absorber
– block shrinkage
– block signaling
– block signalling
– block staff
– block trimming
– block typesetting
– block wire
– bloom block
– brake block
– bristle block
– building block
– cargo-hoist block
– chain block
– chain-hoist block
– coiling block
– combination block
– concrete block
– connection block
– crown block
– cutter block
– cylinder block
– cylindrical block
– derivative block
– diatomaceous block
– die block
– differential block
– distributing block
– dock block
– double block
– drawing block
– dummy block
– end block mechanism
– energetic block
– engine block
– filler block
– finishing block
– fixed block
– fixing block
– focusing block
– friction block
– functional block
– furnace block
– fuse block
– gage block
– gap block
– gauge block
– glass block
– granite block
– gypsum block
– hauling block
– head block
– heel block
– horn block
– I/O parameter block
– information block
– intermediate block
– jack block
– jo block
– Johansson block
– joint block
– lead block
– line-process block
– lining block
– linked block
– load block
– lock block
– long-tackle block
– manual block
– metering block
– moderator block
– mosaic block
– multiple block
– nozzle block
– ore block
– paving block
– permissive block
– pulley block
– randomized block
– record block
– reel block
– row block of apartments
– running block
– safety block
– sanding block
– scraper block
– shielding block
– single-sheaved block
– slag-concrete block
– slide block
– slip-cast block
– slipper block
– snatch block
– spacer block
– stay block
– stumbling block
– swivel block
– tackle block
– take-up block
– tap-hole block
– tension block
– terminal block
– threading block
– thrust block
– traveling block
– triangulation block
– trunnion block
– UHF block
– unicell block
– wood block
absolute permissive block — < railways> блок-участок абсолютно разрешительный
antenna snatch block — < radio> блоки для натяжки антенны
automatic block system — < railways> автоблокировка
balanced incomplete block — уравновешенный некомплектный блок
block signal station — < railways> пост блокировочный
magnesite-chrome roof block — сводовый магнезито-хромитовый блок
telegraph block system — < railways> движение поездов по телеграфному соглашению
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73 procedure
2) технологический процесс; технология (напр. технического обслуживания)3) методика (выполнения и т. п.)4) порядок проведения (напр. строительных работ)•- building procedure - certification procedure - comparison procedure - concrete testing procedure - concreting procedure - constructional procedure - conventional building procedure - customs procedure - decision-making procedure - design procedure - diagnostic procedure - engineering procedure - labour intensive procedure - licensing procedure - maintenance procedure - mapping procedure - measuring procedure - payment procedure - pilot procedure - sample procedure - shotpoint procedure - standard procedure - validated procedure - working procedure* * *1. рабочий процесс, рабочая операция2. методика проведения (напр. испытаний)- charging procedure
- concrete specimen standard curing procedure
- concreting procedure
- construction procedure
- erection procedure
- evacuation procedure
- experimental procedure
- injection procedure
- practical procedure
- proper procedures
- rational design procedures
- recommended procedure for testing
- routine fire procedures
- safe working procedures
- standard procedure
- standard curing procedure
- testing procedure
- test procedure -
74 Jeanneret, Charles-Edouard (Le Corbusier)
SUBJECT AREA: Architecture and building[br]b. 6 October 1887 La Chaux-de-Fonds, Switzerlandd. 27 August 1965 Cap Martin, France[br]Swiss/French architect.[br]The name of Le Corbusier is synonymous with the International style of modern architecture and city planning, one utilizing functionalist designs carried out in twentieth-century materials with modern methods of construction. Charles-Edouard Jeanneret, born in the watch-making town of La Chaux-de-Fonds in the Jura mountain region, was the son of a watch engraver and dial painter. In the years before 1918 he travelled widely, studying building in many countries. He learned about the use of reinforced concrete in the studio of Auguste Perret and about industrial construction under Peter Behrens. In 1917 he went to live in Paris and spent the rest of his life in France; in 1920 he adopted the name of Le Corbusier, one derived from that of his ancestors (Le Corbesier), and ten years later became a French citizen.Le Corbusier's long working life spanned a career divided into three distinct parts. Between 1905 and 1916 he designed a number of simple and increasingly modern houses; the years 1921 to 1940 were ones of research and debate; and the twenty years from 1945 saw the blossoming of his genius. After 1917 Le Corbusier gained a reputation in Paris as an architect of advanced originality. He was particularly interested in low-cost housing and in improving accommodation for the poor. In 1923 he published Vers une architecture, in which he planned estates of mass-produced houses where all extraneous and unnecessary features were stripped away and the houses had flat roofs and plain walls: his concept of "a machine for living in". These white boxes were lifted up on stilts, his pilotis, and double-height living space was provided internally, enclosed by large areas of factory glazing. In 1922 Le Corbusier exhibited a city plan, La Ville contemporaine, in which tall blocks made from steel and concrete were set amongst large areas of parkland, replacing the older concept of city slums with the light and air of modern living. In 1925 he published Urbanisme, further developing his socialist ideals. These constituted a major reform of the industrial-city pattern, but the ideas were not taken up at that time. The Depression years of the 1930s severely curtailed architectural activity in France. Le Corbusier designed houses for the wealthy there, but most of his work prior to 1945 was overseas: his Centrosoyus Administration Building in Moscow (1929–36) and the Ministry of Education Building in Rio de Janeiro (1943) are examples. Immediately after the end of the Second World War Le Corbusier won international fame for his Unité d'habitation theme, the first example of which was built in the boulevard Michelet in Marseille in 1947–52. His answer to the problem of accommodating large numbers of people in a small space at low cost was to construct an immense all-purpose block of pre-cast concrete slabs carried on a row of massive central supports. The Marseille Unité contains 350 apartments in eight double storeys, with a storey for shops half-way up and communal facilities on the roof. In 1950 he published Le Modular, which described a system of measurement based upon the human male figure. From this was derived a relationship of human and mathematical proportions; this concept, together with the extensive use of various forms of concrete, was fundamental to Le Corbusier's later work. In the world-famous and highly personal Pilgrimage Church of Notre Dame du Haut at Ronchamp (1950–5), Le Corbusier's work was in Expressionist form, a plastic design in massive rough-cast concrete, its interior brilliantly designed and lit. His other equally famous, though less popular, ecclesiastical commission showed a contrasting theme, of "brutalist" concrete construction with uncompromisingly stark, rectangular forms. This is the Dominican Convent of Sainte Marie de la Tourette at Eveux-sur-l'Arbresle near Lyon, begun in 1956. The interior, in particular, is carefully worked out, and the lighting, from both natural and artificial sources, is indirect, angled in many directions to illuminate vistas and planes. All surfaces are carefully sloped, the angles meticulously calculated to give optimum visual effect. The crypt, below the raised choir, is painted in bright colours and lit from ceiling oculi.One of Le Corbusier's late works, the Convent is a tour de force.[br]Principal Honours and DistinctionsHonorary Doctorate Zurich University 1933. Honorary Member RIBA 1937. Chevalier de la Légion d'honneur 1937. American Institute of Architects Gold Medal 1961. Honorary Degree University of Geneva 1964.BibliographyHis chief publications, all of which have been numerously reprinted and translated, are: 1923, Vers une architecture.1935, La Ville radieuse.1946, Propos d'urbanisme.1950, Le Modular.Further ReadingP.Blake, 1963, Le Corbusier: Architecture and Form, Penguin. R.Furneaux-Jordan, 1972, Le Corbusier, Dent.W.Boesiger, 1970, Le Corbusier, 8 vols, Thames and Hudson.——1987, Le Corbusier: Architect of the Century, Arts Council of Great Britain.DYBiographical history of technology > Jeanneret, Charles-Edouard (Le Corbusier)
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75 load
1) груз; нагрузка2) транспортируемые наносы, расход наносов3) мн. ч. нагрузки4) грузить; нагружать•load on axle — давление на ось; нагрузка оси
load per unit length — погонная равномерная нагрузка; погонная нагрузка
load testing of structures — испытание сооружений нагрузкой, нагружением
load uniformly distributed over span — нагрузка, равномерно распределённая по пролёту
- additional load - allowable load - alternate load - alternating load - antisymmetrical loads - apex load - application of load - applied load - assumed load - asymmetric load - axial load - axle load - basic load - bearable load - bed load - bending load - bracket load - brake load - breaking load - buckling load - ceiling load - centre-point load - centric load - centrifugal load - changing load - collapse load - column load - combination of load - combined load - compressive load - concentrated load - concentrated moving load - continuous load - cooling load - cracking load - crane load - crippling load - critical load - crushing load - dangerous load - dead load - debris bed load - design load - distributed load - distribution of load - dynamic load - dynamical load - eccentric load - edge load - elastic-limit load - emergency load - equalization of load at conveyer pulleys - equalization of load at hoisting drums - Euler's crippling load - even load - evenly distributed load - excess load - excessive load - failure load - fictitious load - filter load - fixed load - fluctuating load - follower load - fractional load - full load - gradually applied load - gravity load - gust load - heaped load - heating load - hydrodynamic load - hydrostatic load - ice load - imaginary load - impact load - impulsive load - instantaneous load - intermittent load - irregularly distributed load - lateral load - limit load - linear load - linearly varying load - line-distributed load - live load - maximum load - midspan load - minimum load - miscellaneous load - mobile load - moisture load - momentary load - movable load - moving load - near-ultimate load - net load - nominal load - non-central load - off-design load - organic load - out-of-balance load - panel load - parabolic load - pay load - payable load - peak load - periodically applied load - permanent load - permanently acting load - permissible load - pick-up load - point load - pollutant load - pollutional load - pressure load - proof load - pulsating load - punch load - quiescent load - racking load - rated load - repeated load - reversal load - reversed load - rolling load - safe load - salt load - seismic load - service load - severe load - sewage load - shear lock load - shock load - specified load - static load - statical load - steady load - stiffness test load - sudden load - suddenly applied load - super-load - superimposed load - suspended load - sustained load - symmetrical loads - terminal load - test load - third point load - tilting load - torsional load - total load - transferred load - transient load - transverse load - travelling load - trial load - ultimate load - unbalanced load - uniform load - unit load - unsafe load - useful load - varying load - vibratory load - waste load - water load - weight load - wheel load - wind loadto load in bulk — грузить насыпью, навалом
* * *1. груз; нагрузка || нагружать, загружать2. наносы ( транспортируемые потоком)load applied in increments — нагрузка, прилагаемая отдельными ступенями [приращениями]
loads applied to the formwork — нагрузки, действующие на опалубку
loads equidistant from midspan — сосредоточенные нагрузки, равноотстоящие от середины пролёта ( балки)
loads in excess of the concrete capacity — нагрузки, превышающие несущую способность бетона
load normal to the surface — нагрузка, нормальная к поверхности
load on the member — нагрузка, действующая на элемент конструкции
- load of streamunder load — под нагрузкой; в нагруженном состоянии
- load of uncertain magnitude
- abnormal load
- accepted load
- accidental load
- adjustable load
- air conditioning load
- allowable load
- allowable axial load
- allowable pile-bearing load
- alternating load
- antisymmetric load
- applied load
- arbitrary load
- area load
- assumed load
- asymmetrically-placed loads
- avalanche load
- average load
- axial load
- axial compression load
- axially symmetric load
- axial tension load
- axisymmetrical load
- axle load
- balanced load
- basic load
- bearing load
- bed load
- bending load
- biaxial load
- blast load
- breaking load
- bucket load
- buckling load
- central point load
- changing load
- characteristic load
- characteristic dead load
- characteristic live load
- climatic load
- collapse load
- collision load
- combined load
- combined axial and bending loads
- combined torsion-shear-flexure loads
- compression load
- concentrated load
- connected load
- construction loads
- continuous load
- cooling load
- crippling load
- critical load
- critical buckling load
- dead load
- derailment load
- design load
- design snow load
- design ultimate load
- distributed load
- dummy load
- dummy unit load
- dust load
- dynamic load
- earthquake load
- eccentric load
- eccentric and inclined load
- equivalent load
- erection load
- Euler load
- excess load
- explosion load
- factored load
- failure load
- fictitious design load
- fictitious load
- fire load
- fluctuating load
- fracture load
- frictional load
- front axle load
- gravity load
- gross cooling load
- ground snow load
- gust load
- heat load
- heating load
- highway loads
- highway bridge loads
- horizontal load
- humidification load
- hydrostatic load
- ice load
- imaginary load
- immission load
- impact load
- imposed load
- impulsive load
- inertial loads
- intended load
- joint load
- latent heat load
- lateral load
- lateral soil load
- limit load
- linear load
- linearly distributed load
- live load
- local load
- long duration load
- longitudinal load
- maximum load of pollution
- maximum rated load
- maximum safe load
- maximum safe working load
- maximum safe working load at the various radii
- minimum design dead loads
- minimum design live loads
- mobile load
- moving load
- moving uniform load
- near-ultimate load
- nominal uniformly distributed load
- nominal vertical wind load
- nonaxial load
- nonuniform load
- nonuniformly distributed loads
- nuisance load
- occupancy load
- off-center load
- off-peak load
- one-sided load
- on-peak load
- operating load
- panel load
- part load
- pattern load
- peak load
- permanent load
- permissible load
- point load
- pollution load
- ponding load
- primary live load
- proof load
- pulsating load
- radial load
- railway load
- rain load
- rarely occurring load
- rated load
- real load
- recommended load
- refrigerating load
- repeated load
- required design load
- residual load
- roof loads
- rupture load
- safe leg load
- safe working load
- seismic load
- sensible heat load
- service load
- service dead load
- service live load
- sewage load on treatment plant
- sewage load on water body
- shearing load
- shock load
- short duration load
- single load
- sinusoidal loads
- snow load
- snow load on a horizontal surface
- space load
- specified characteristic load
- static load
- static imposed load
- structural design load
- sudden load
- superimposed load
- superimposed dead load
- suspended load
- sustained load
- symmetrical load
- tensile load
- test load
- tipping load
- torsional load
- traffic load
- transmission heat load
- transverse load
- treating load
- trial load
- triaxial load
- twisting load
- ultimate load
- unbalanced load
- uniaxial loads
- uniform load
- uniform load on a beam overhang
- uniform load over a part of the span
- uniform load over part of the span
- uniform load over the full length of a beam with overhangs
- uniform load over the full length of a cantilever
- uniform load over the full span
- uniformly distributed load
- unit load
- unit generalized load
- unsymmetrical load
- useful cooling load
- variable load
- vehicle load
- vehicular live loads
- ventilation heat load
- vertical load
- wash load
- wave load
- wheel load
- wind load
- wind load on a truss
- working load -
76 material
1) материал; мн. ч. грунты; материалы2) материальный, вещественный•material retained on sieve — остаток на сите, надрешётный продукт
- abrasive material - active material - additional materials - adsorbing material - alternate material - antirot material - asbestos-containing construction materials - auxiliary materials - backfilling material - binding material - biostatic material - bituminous road materials - blasting material - brittle material - building materials - bulk material - cartographic materials - cartographical materials - cementing material - check of design material - coating material - constructional materials - consumption of materials - contractor's materials - corroding material - customer's materials - defective materials - delivery of materials - description of materials by weight - direct materials - durable material - emulsified bituminous materials - everyday need for materials - excavated material - expendable materials - experimental constructional material - explosive material - filter material - fireproof material - fire-resistant material - flux material - foam material - frostproof material - geologic materials - geological materials - geophysic materials - geophysical materials - granular materials - graphic material - graphical material - hazardous material - heat-insulating material - high grade material - hydro-geologic materials - hydro-geological materials - import materials - improper materials - indirect material - inflammable material - insulating materials - intrusion material - ion-exchange material - jointing material - lack of materials - lining material - list of materials - load transfer material - local building materials - locally manufactured materials - loose material - low-grade material - manufactured constructional materials - mismatched material - need for materials - nonused material - operational materials - parent material - patching material - paving material - procurement of materials - qualitative roofing material - quality of materials - radioactive material - raw material - refractory material - replacement of imported construction materials - required materials - roofing materials - rough material - sandwich material - sealing material - separation material - sound-damping material - source material - spongy material - standard material - substandard material - topographic material - topographical material - transportation of materials - utilization of materials - waterproofing material - written materialto damage construction materials during transportation — повредить строительные материалы во время транспортировки
* * *1. материал, вещество2. грунт3. материальный, вещественный- abrasion-resisting materialmaterials by structural properties — материалы, классифицируемые по структурным свойствам
- abrasive material
- absorbent material
- acoustic material
- anisotropic material
- architectural constructional materials
- architectural construction materials
- argillaceous material
- artificial pozzolanic material
- backfilling material
- backing material
- bagged material
- ballast material
- binding material
- bituminous materials
- bonding material
- boxing material
- brittle material
- building materials
- calcareous material
- cellular material
- cement-bound granular material
- cementing material
- ceramic materials
- clayey materials
- coated material
- coating material
- combustible material
- combustible building materials
- composite material
- concrete materials
- concrete-making materials
- concrete repair materials
- constituent materials of concrete
- construction materials
- corrugated sheet material
- damping material
- dampproofing material
- defective material
- ductile material
- durable material
- engineering materials
- excavated material
- fast-setting repair material
- faulty material
- fiber reinforced material
- fill material
- filter material
- finishing material
- fire retarding material
- flexible sheet material
- fluid material
- foamed-in-place acoustical materials
- form material
- frost-free material
- graded material
- granular material
- granular subbase material
- gritting materials
- hazardous material
- heat insulating material
- high-grade materials
- highly insulative material
- high insulative material
- incombustible material
- industrial materials
- inorganic material
- insulating materials
- isotropic material
- jointing material
- joint-sealing material
- lagging materials
- laminated material
- lime-containing material
- linear-elastic material
- lining material
- load-bearing structural insulating material
- loose fill acoustical material
- loosely packed material
- low-tensile strength material
- maintenance patching material
- manufactured construction materials
- matrix material
- mineral fill material
- moisture-resistant insulating material
- natural mineral material
- near-by material
- noncombustible material
- nonconductive material
- noncreeping material
- nonhazardous material
- one-component material
- organic material
- original raw materials
- orthotropic material
- packaged material
- packaged dry concrete materials
- parent material
- phase change materials
- plastic material
- poultice material
- pozzolanic material
- prebagged material
- prebatched material
- radioactive material
- raw materials
- reactive silica material
- recycled material
- release material
- repair materials
- resilient materials
- restoration materials
- road materials
- rock material
- roofing material
- sealing material
- sheet acoustical material
- solar cell roofing material
- solid material
- sound material
- sound absorbent material
- sound-deadening material
- sound insulation material
- sparkle material
- sprayed-on material
- sticky material
- strain-hardening material
- structural materials
- synthetic material
- synthetic resinous material
- thermal insulating material
- toxic material
- trim materials
- unrefined raw materials
- vibration-damping material
- walling material
- waterproofing material
- waterproof material
- water-repellent material -
77 load
- load
- n1. груз; нагрузка || нагружать, загружать
2. наносы ( транспортируемые потоком)
load applied in increments — нагрузка, прилагаемая отдельными ступенями [приращениями]
loads applied to the formwork — нагрузки, действующие на опалубку
loads equidistant from midspan — сосредоточенные нагрузки, равноотстоящие от середины пролёта ( балки)
loads in excess of the concrete capacity — нагрузки, превышающие несущую способность бетона
load normal to the surface — нагрузка, нормальная к поверхности
load on the member — нагрузка, действующая на элемент конструкции
under load — под нагрузкой; в нагруженном состоянии
- load of stream
- load of uncertain magnitude
- abnormal load
- accepted load
- accidental load
- adjustable load
- air conditioning load
- allowable load
- allowable axial load
- allowable pile-bearing load
- alternating load
- antisymmetric load
- applied load
- arbitrary load
- area load
- assumed load
- asymmetrically-placed loads
- avalanche load
- average load
- axial load
- axial compression load
- axially symmetric load
- axial tension load
- axisymmetrical load
- axle load
- balanced load
- basic load
- bearing load
- bed load
- bending load
- biaxial load
- blast load
- breaking load
- bucket load
- buckling load
- central point load
- changing load
- characteristic load
- characteristic dead load
- characteristic live load
- climatic load
- collapse load
- collision load
- combined load
- combined axial and bending loads
- combined torsion-shear-flexure loads
- compression load
- concentrated load
- connected load
- construction loads
- continuous load
- cooling load
- crippling load
- critical load
- critical buckling load
- dead load
- derailment load
- design load
- design snow load
- design ultimate load
- distributed load
- dummy load
- dummy unit load
- dust load
- dynamic load
- earthquake load
- eccentric load
- eccentric and inclined load
- equivalent load
- erection load
- Euler load
- excess load
- explosion load
- factored load
- failure load
- fictitious design load
- fictitious load
- fire load
- fluctuating load
- fracture load
- frictional load
- front axle load
- gravity load
- gross cooling load
- ground snow load
- gust load
- heat load
- heating load
- highway loads
- highway bridge loads
- horizontal load
- humidification load
- hydrostatic load
- ice load
- imaginary load
- immission load
- impact load
- imposed load
- impulsive load
- inertial loads
- intended load
- joint load
- latent heat load
- lateral load
- lateral soil load
- limit load
- linear load
- linearly distributed load
- live load
- local load
- long duration load
- longitudinal load
- maximum load of pollution
- maximum rated load
- maximum safe load
- maximum safe working load
- maximum safe working load at the various radii
- minimum design dead loads
- minimum design live loads
- mobile load
- moving load
- moving uniform load
- near-ultimate load
- nominal uniformly distributed load
- nominal vertical wind load
- nonaxial load
- nonuniform load
- nonuniformly distributed loads
- nuisance load
- occupancy load
- off-center load
- off-peak load
- one-sided load
- on-peak load
- operating load
- panel load
- part load
- pattern load
- peak load
- permanent load
- permissible load
- point load
- pollution load
- ponding load
- primary live load
- proof load
- pulsating load
- radial load
- railway load
- rain load
- rarely occurring load
- rated load
- real load
- recommended load
- refrigerating load
- repeated load
- required design load
- residual load
- roof loads
- rupture load
- safe leg load
- safe working load
- seismic load
- sensible heat load
- service load
- service dead load
- service live load
- sewage load on treatment plant
- sewage load on water body
- shearing load
- shock load
- short duration load
- single load
- sinusoidal loads
- snow load
- snow load on a horizontal surface
- space load
- specified characteristic load
- static load
- static imposed load
- structural design load
- sudden load
- superimposed load
- superimposed dead load
- suspended load
- sustained load
- symmetrical load
- tensile load
- test load
- tipping load
- torsional load
- traffic load
- transmission heat load
- transverse load
- treating load
- trial load
- triaxial load
- twisting load
- ultimate load
- unbalanced load
- uniaxial loads
- uniform load
- uniform load on a beam overhang
- uniform load over a part of the span
- uniform load over part of the span
- uniform load over the full length of a beam with overhangs
- uniform load over the full length of a cantilever
- uniform load over the full span
- uniformly distributed load
- unit load
- unit generalized load
- unsymmetrical load
- useful cooling load
- variable load
- vehicle load
- vehicular live loads
- ventilation heat load
- vertical load
- wash load
- wave load
- wheel load
- wind load
- wind load on a truss
- working load
Англо-русский строительный словарь. — М.: Русский Язык. С.Н.Корчемкина, С.К.Кашкина, С.В.Курбатова. 1995.
-
78 process
1) процесс; технологический процесс2) стадия; положение3) промышленный•- process of filtering - absorption process - activated sludge process - adiabatic process - ageing process - arc-air process - automatic process - basic construction process - basic constructional process - batch process - biofiltration process - biological activated carbon process - bac process - building process - cementation process - centrifugal process - construction process - constructional process - corrosion process - cyclic process - denitrifying process - diffusion process - drilling and blasting process - dry-tamp process - engineering-geologic process - engineering-geological process - excavating process - failure initiation process - feasible process - filtering process - heat-conduction process - intermittent regeneration process - isobaric process - isochoric process - labour intensive process - lime process - long-line process - masonry process - melting process - operating process - oxidation process - patented process - performance deterioration process - peroxone process - physical-chemical treatment process - piling process - plenum process of tunnelling - pneumatic process - precipitation process - pretensioning process - regenerative process - reinforced-concrete constructional process - reinforcement process - reversible process - seismic process - separating process - setting process - soft mud process - testing process - treatment process - vacuum pressure process - wear process - welding process - wet process* * *1. процесс2. обрабатывать- process of deterioration
- activated sludge process
- adiabatic process
- aerobic biofilm process
- aerobic suspended-growth process
- air conditioning process
- assembly-line construction process
- captivated sludge process
- CAS process
- cementation process
- chlorinated lime process
- chlorine ammonia process
- complete mixing activated sludge process
- computation process
- concrete laying process
- continuous activated sludge process
- conventional activated sludge process
- CS process
- deaeration process
- design process
- Dohottay process
- dry mix process
- dry process
- dry mix shotcreting process
- dry shotcreting process
- dry-tamp process
- empty-cell process
- fracture process
- full-cell process
- Joosten process
- kraus process
- lime process
- lime and soda-ash process
- manufacturing process
- MAS process
- measurement process
- melt extraction process
- modified activated sludge process
- modified aeration process
- oxidation process
- polytropic process
- site organization processs
- sludge blanket process
- soda-and-lime process
- solids-contact process
- two-part process
- unox process
- wet-mix process
- wet process
- wet-mix shotcreting process
- wet shotcreting process
- wet-pressed process
- working cycle process
- zeolite process -
79 technique
1) техника, техническое оснащение или аппаратура2) техника ( совокупность приёмов); методика; метод; способ; процедура; технический приём3) технология•- building techniques - cementing technique - concrete testing technique - construction technique - design technique - erection techniques - graphical design techniques - isolation technique - mounting technique - mutual help technique - repair techniques - self-help technique - straw bale construction technique - tunnel concrete technique* * *(рабочий) приём, метод - techniques of construction
- accident prevention techniques
- application techniques
- brittle-lacquer technique
- conventional technique
- efficient techniques
- erection techniques
- forming techniques
- graphical techniques
- hydro-demolition technique
- innovative construction techniques
- loading technique
- mechanical separations technique
- most useful technique
- nuclear-radiation technique
- perimeter blasting technique
- prestressing techniques
- production techniques
- repair techniques
- restoration techniques
- retrofitting techniques
- spray-up techniques
- surface finishing techniques
- test pressure technique
- tracer technique
- unconventional technique
- winter building techniques -
80 Lubetkin, Berthold
SUBJECT AREA: Architecture and building[br]b. 12 December 1901 Tiflis, Georgiad. 23 October 1990 Bristol, England[br]Soviet émigré architect who, through the firm of Tecton, wins influential in introducing architecture of the modern international style into England.[br]Lubetkin studied in Moscow, where in the years immediately after 1917 he met Vesnin and Rodchenko and absorbed the contemporary Constructivist ideas. He then moved on to Paris and worked with Auguste Perret, coming in on the ground floor of the modern movement. He went to England in 1930 and two years later formed the Tecton group, leading six young architects who had newly graduated from the Architectural Association in London. Lubetkin's early commissions in England were for animals rather than humans. He designed the gorilla house (1932) at the Regent's Park Zoological Gardens, after which came his award-winning Penguin Pool there, a sculptural blend of curved planes in reinforced concrete. He also worked at Whipsnade and at Dudley Zoo. The name of Tecton had quickly became synonymous with modern methods of design and structure, particularly the use of reinforced concrete; such work was not common in the 1930s in Britain. In 1938–9 the firm was responsible for another pace-setting design, the Finsbury Health Centre in London. Tecton was disbanded during the Second World War, and although it was reformed in the late 1940s it did not recover its initiative in leading the field of modern work. Lubetkin lived on to be an old man but his post-war career did not fulfil his earlier promise and brilliance. He was appointed Architect-Planner of the Peterlee New Town in 1948, but he resigned after a few years and no other notable commissions materialized. In 1982 the Royal Institute of British Architects belatedly remembered him with the award of their Gold Medal.[br]Principal Honours and DistinctionsRIBA Gold Medal 1982.Further ReadingJohn Allan, 1992, Architecture and the Tradition of Progress, RIBA publications. R.Furneaux Jordan, 1955, "Lubetkin", Architectural Review 36–44.P.Coe and M.Reading, 1981, Lubetkin and Tecton, University of Bristol Arts Council.DY
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