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101 open carrying structure
The English-Russian dictionary general scientific > open carrying structure
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102 tall-structure concrete pour
- tall-structure concrete pour
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Англо-русский строительный словарь. — М.: Русский Язык. С.Н.Корчемкина, С.К.Кашкина, С.В.Курбатова. 1995.
Англо-русский словарь строительных терминов > tall-structure concrete pour
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103 multilevel precast concrete bar structure
- multilevel precast concrete bar structure
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Англо-русский строительный словарь. — М.: Русский Язык. С.Н.Корчемкина, С.К.Кашкина, С.В.Курбатова. 1995.
Англо-русский словарь строительных терминов > multilevel precast concrete bar structure
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104 prestressed concrete folded plate structure
prestressed concrete folded plate structure Spannbetonplattenfaltwerk nEnglish-German dictionary of Architecture and Construction > prestressed concrete folded plate structure
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105 prestressed concrete lift structure
prestressed concrete lift structure Spannbetonhubdeckenbauwerk nEnglish-German dictionary of Architecture and Construction > prestressed concrete lift structure
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106 prestressed concrete space load-bearing structure
English-German dictionary of Architecture and Construction > prestressed concrete space load-bearing structure
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107 structural concrete
бетон конструктивный
Бетон, предназначенный для изготовления несущих строительных конструкций
[Терминологический словарь по строительству на 12 языках (ВНИИИС Госстроя СССР)]Тематики
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Англо-русский словарь нормативно-технической терминологии > structural concrete
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108 cement structure filter
cement filter structure concrete -
109 falsework structure
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110 formwork structure
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111 multilevel precast concrete bar structure
Строительство: многоярусная стержневая конструкция из сборного железобетонаУниверсальный англо-русский словарь > multilevel precast concrete bar structure
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112 tall-structure concrete pour
Строительство: бетонирование высотных сооруженийУниверсальный англо-русский словарь > tall-structure concrete pour
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113 multilevel precast concrete bar structure
Англо-русский строительный словарь > multilevel precast concrete bar structure
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114 tall-structure concrete pour
Англо-русский строительный словарь > tall-structure concrete pour
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115 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 -
116 Mendelsohn, Erich
SUBJECT AREA: Architecture and building[br]b. 21 March 1887 Allenstein, East Prussiad. 15 September 1953 San Francisco, California, USA[br]German architect, a pioneering innovator in the modern International style of building that developed in Germany during the early 1920s.[br]In some examples of his work Mendelsohn envisaged bold, sculptural forms, dramatically expressed in light and shade, which he created with extensive use of glass, steel and concrete. Characteristic of his type of early Expressionism was his design for the Einstein Tower (1919), a physical laboratory and observatory that was purpose built for Professor Einstein's research work at Neubabelsburg near Berlin in 1921. As its shape suggests, this structure was intended to be made from poured concrete but, due to technical problems, it was erected in stucco-faced steel and brickwork. Equally dramatic and original were Mendelsohn's department stores, for example the pace-setting Schocken Stores at Stuttgart (1926) and Chemnitz (1928), the Petersdorff Store at Breslau (1927) (now Wrocaw in Poland), and a very different building, the Columbus Haus in Berlin (1929–31). One of his most original designs was also in this city, that for the complex on the great boulevard, the Kurfürstendamm, which included the Universum Cinema (1928). Mendelsohn moved to England in 1933, a refugee from Nazism, and there entered into partnership with another émigré, Serge Chermayeff from Russia. Together they were responsible for a building on the seafront at Bexhill-on-Sea, the De La Warr arts and entertainments pavilion (1935–6). This long, low, glass, steel and concrete structure was ahead of its time in England and comprised a theatre and restaurant; in the centre of the façade, facing the sea, is its chief architectural feature, a semicircular glazed staircase. Soon Mendelsohn moved on to Palestine, where he was responsible for the Government Hospital at Haifa (1937) and the Hadassah University Medical Centre in Jerusalem (1936); in both cases he skilfully adapted his mode to different climatic needs. He finally settled in the USA in 1941, where his most notable buildings are the Maimonides Hospital in San Francisco and the synagogues and Jewish community centres which he built in a number of American cities.[br]Further ReadingArnold Whittick, 1964, Erich Mendelsohn, Leonard Hill Books (the standard work).DY -
117 Rondelet, Jean-Baptiste
[br]b. 1734 Lyons, France d. 1829[br]French architect particularly interested in the scientific and mathematical basis of architectural structure, and who at an early date introduced reinforced concrete into supporting piers in his buildings.[br]From 1795 Rondelet was Professor at the Ecole Centrale des Travaux Publics and while there was responsible for a major treatise on building construction: this was his Traité théorique et pratique de l'art de bâtir, published in four volumes in 1802–17. From 1806 he taught at the Ecole Spéciale d'Architecture, which was soon afterwards merged with the Ecole Polytechnique. It was when Rondelet took over the work of com-pleting the Panthéon in Paris, after the death of Jacques-Germain Soufflot, that he had the opportunity of putting some of his particular structural ideas into practice. In 1755 the King had appointed Soufflot architect of the great new church to be dedicated to the patron saint of the city, Sainte Geneviève. In this neo-classical structure based upon Greek cross plan, Soufflot intended four slender piers, each encased in three engaged columns, to support the pendentives for the dome to rise over the crossing. It was a fine and elegant building on a large scale, but by the early nineteenth century, when the church had become a pantheon, cracks were appearing in the masonry. When Rondelet succeeded as architect after Soufflot's death, he strengthened and enlarged the piers, employing a faced concrete structure reinforced with metal. He used a metalreinforced mortar with rubble aggregate.[br]BibliographyAn article by Rondelet appears in: 1989, Le Panthéon: Symbole des Révolutions, pp. 308–10 (book of the Exhibition at the Hôtel de Sully, Paris), ed. Picard, Caisse Nationale des Monuments Historiques et des Sites en France.Further ReadingM.N.Mathuset-Bandouin, 1980, "Biographie de Jean Rondelet", Soufflot et son temps, Caisse Nationale des Monuments Historiques et des Sites en France, 155ö7.DYBiographical history of technology > Rondelet, Jean-Baptiste
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118 change
1) изменение; перемена; смена2) замена•- change of site - change of stress state - air change - full-scale change - length change - long term changes - persistent change - pressure change - sudden change - trim change - volumetric change* * *изменение || менять- air changechange in sign — перемена знака (напр. силы)
- air changes per hour
- autogenous volume change
- dimensional changes
- discontinuous change
- expected change in size
- minor change
- seasonal changes of temperature
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119 CIDS
• concrete island drilling system/structure -
120 бетонное морское сооружение
Большой англо-русский и русско-английский словарь > бетонное морское сооружение
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