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1 design of shells
English-Russian big polytechnic dictionary > design of shells
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2 design of shells
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3 design of shells
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4 shells
Синонимический ряд:1. hulls (noun) cases; hulls; husks; pods; shucks; skins2. bombards (verb) blitzes; bombards; bombs; cannonades3. shucks (verb) hulls; husks; shucks -
5 design
проектирование; конструирование; конструкция; чертёж; проект; план; рисунок; эскиз; тип; устройство; расчёт; II конструировать; проектировать; предназначать- design engineer - design load - design of mixture - design of shells - design point - design power - design speed - design stress - design table - design weight - antiskid tread design - concrete design - empirical design - light-weight design - limit design - preliminary design - rational design - revised design -
6 engineering design
1. техническое проектирование2. инженерное проектирование; конструкторские расчеты -
7 limit design
1. расчет по предельным нагрузкам2. расчёт по предельным нагрузкам -
8 camber design
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9 inverse design
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10 расчет оболочек
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11 расчет
1. design2. figuring3. final pay4. settlement5. settling6. valuation7. account8. computing9. calculating10. reckoning11. calculation; estimation; settlement; payment; dismissal; sack; account; consideration; intention; providence; use; gunners12. computation13. expectationСинонимический ряд:1. расплата (сущ.) расплата2. увольнение (сущ.) сокращение; увольнение -
12 расчет пластин и оболочек
design of plates and shellsРусско-английский словарь по прикладной механике > расчет пластин и оболочек
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13 theory
теория; учение; принцип- theory of buckling - theory of constant energy of deformation - theory of elasticity - theory of plasticity - theory of plastic behaviour - theory of plates - theory of relativity - theory of semi-flexible shells - theory of shells - theory of strength of materials - theory of structures - theory of torsion - theory of vibrations - air-mass theory - applicable theory - beam theory - beam flexural theory - bending moment theory - creep theory - design theory - displacement theory of foundations - elasticity theory - erosion theory - folded-play theory - general theory of rigid shells - line-of-creep theory - magnetic theory - maximum shear theory - maximum strain theory - maximum stress theory - membrane theory of shells - plastic theory - plastic theory of failure - plastic theory of limit design - plastic theory of reinforced concrete design - probability theory - reliability theory - similarity theory - solid-state theory - statistical theory - straight line theory - strength theory - structural theory - wedge theory* * *теория; учение; принцип; гипотеза- theory of buckling
- theory of elasticity
- theory of elastic stability
- theories of failure
- theory of plastic behavior
- theory of plasticity
- theory of plates
- theory of shallow shells
- theory of shells
- theory of stability
- theory of structures
- theory of thin shells
- theory of torsion
- barrel theory
- beam flexural theory
- beam theory
- Beltra theory of failure
- bending theory
- bending-moment theory
- Boussinesq theory
- design theory
- dynamical theory of elasticity
- elastic theory
- folded-plate theory
- fracture mechanics theory
- Huber von Mises Hencky theory of failure
- linear plastic theory
- linearized theory
- maximum-distortion-energy theory
- maximum-shear theory of failure
- maximum-shear theory
- maximum-strain theory of failure
- maximum-strain theory
- maximum-strain-energy theory of failure
- maximum-strain-energy theory
- maximum-stress theory of failure
- maximum-stress theory
- membrane theory of shells
- Mohr's theory of failure
- momentless theory of shells
- nonlinear plastic theory
- one-dimensional compression and flow theory
- prevaling theory
- Rankine's theory
- rate-process theory
- shallow-shell theory
- shell theory
- similarity theory
- stability theory
- steady-state creep theory
- straight-line theory
- strength theory
- structural theory -
14 theory
- theory
- nтеория; учение; принцип; гипотеза
- theory of buckling
- theory of elasticity
- theory of elastic stability
- theories of failure
- theory of plastic behavior
- theory of plasticity
- theory of plates
- theory of shallow shells
- theory of shells
- theory of stability
- theory of structures
- theory of thin shells
- theory of torsion
- barrel theory
- beam flexural theory
- beam theory
- Beltra theory of failure
- bending theory
- bending-moment theory
- Boussinesq theory
- design theory
- dynamical theory of elasticity
- elastic theory
- folded-plate theory
- fracture mechanics theory
- Huber von Mises Hencky theory of failure
- linear plastic theory
- linearized theory
- maximum-distortion-energy theory
- maximum-shear theory of failure
- maximum-shear theory
- maximum-strain theory of failure
- maximum-strain theory
- maximum-strain-energy theory of failure
- maximum-strain-energy theory
- maximum-stress theory of failure
- maximum-stress theory
- membrane theory of shells
- Mohr's theory of failure
- momentless theory of shells
- nonlinear plastic theory
- one-dimensional compression and flow theory
- prevaling theory
- Rankine's theory
- rate-process theory
- shallow-shell theory
- shell theory
- similarity theory
- stability theory
- steady-state creep theory
- straight-line theory
- strength theory
- structural theory
Англо-русский строительный словарь. — М.: Русский Язык. С.Н.Корчемкина, С.К.Кашкина, С.В.Курбатова. 1995.
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15 Anschütz, Ottomar
SUBJECT AREA: Photography, film and optics[br]b. 1846 Lissa, Prussia (now Leszno, Poland) d. 1907[br]German photographer, chronophotographer ana inventor.[br]The son of a commercial photographer, Anschütz entered the business in 1868 and developed an interest in the process of instantaneous photography. The process was very difficult with the contemporary wet-plate process, but with the introduction of the much faster dry plates in the late 1870s he was able to make progress. Anschütz designed a focal plane shutter capable of operating at speeds up to 1/1000 of a second in 1883, and patented his design in 1888. it involved a vertically moving fabric roller-blind that worked at a fixed tension but had a slit the width of which could be adjusted to alter the exposure time. This design was adopted by C.P.Goerz, who from 1890 manufactures a number of cameras that incorporated it.Anschütz's action pictures of flying birds and animals attracted the attention of the Prussian authorities, and in 1886 the Chamber of Deputies authorized financial support for him to continue his work, which had started at the Hanover Military Institute in October 1885. Inspired by the work of Eadweard Muybridge in America, Anschütz had set up rows of cameras whose focal-plane shutters were released in sequence by electromagnets, taking twenty-four pictures in about three-quarters of a second. He made a large number of studies of the actions of people, animals and birds, and at the Krupp artillery range at Meppen, near Essen, he recorded shells in flight. His pictures were reproduced, and favourably commented upon, in scientific and photographic journals.To bring the pictures to the public, in 1887 he created the Electro-Tachyscope. The sequence negatives were printed as 90 x 120 mm transparencies and fixed around the circumference of a large steel disc. This was rotated in front of a spirally wound Geissler tube, which produced a momentary brilliant flash of light when a high voltage from an induction coil was applied to it, triggered by contacts on the steel disc. The flash duration, about 1/1000 of a second, was so short that it "froze" each picture as it passed the tube. The pictures succeeded each other at intervals of about 1/30 of a second, and the observer saw an apparently continuously lit moving picture. The Electro-Tachyscope was shown publicly in Berlin at the Kulturministerium from 19 to 21 March 1887; subsequently Siemens \& Halske manufactured 100 machines, which were shown throughout Europe and America in the early 1890s. From 1891 his pictures were available for the home in the form of the Tachyscope viewer, which used the principle of the zoetrope: sequence photographs were printed on long strips of thin card, perforated with narrow slots between the pictures. Placed around the circumference of a shallow cylinder and rotated, the pictures could be seen in life-like movement when viewed through the slots.In November 1894 Anschütz displayed a projector using two picture discs with twelve images each, which through a form of Maltese cross movement were rotated intermittently and alternately while a rotating shutter allowed each picture to blend with the next so that no flicker occurred. The first public shows, given in Berlin, were on a screen 6×8 m (20×26 ft) in size. From 22 February 1895 they were shown regularly to audiences of 300 in a building on the Leipzigstrasse; they were the first projected motion pictures seen in Germany.[br]Further ReadingJ.Deslandes, 1966, Histoire comparée du cinéma, Vol. I, Paris. B.Coe, 1992, Muybridge and the Chronophotographers, London.BC -
16 Wren, Sir Christopher
SUBJECT AREA: Architecture and building[br]b. 20 October 1632 East Knoyle, Wiltshire, Englandd. 25 February 1723 London, England[br]English architect whose background in scientific research and achievement enhanced his handling of many near-intractable architectural problems.[br]Born into a High Church and Royalist family, the young Wren early showed outstanding intellectual ability and at Oxford in 1654 was described as "that miracle of a youth". Educated at Westminster School, he went up to Oxford, where he graduated at the age of 19 and obtained his master's degree two years later. From this time onwards his interests were in science, primarily astronomy but also physics, engineering and meteorology. While still at college he developed theories about and experimentally solved some fifty varied problems. At the age of 25 Wren was appointed to the Chair of Astronomy at Gresham College in London, but he soon returned to Oxford as Savilian Professor of Astronomy there. At the same time he became one of the founder members of the Society of Experimental Philosophy at Oxford, which was awarded its Royal Charter soon after the Restoration of 1660; Wren, together with such men as Isaac Newton, Robert Hooke, John Evelyn and Robert Boyle, then found himself a member of the Royal Society.Wren's architectural career began with the classical chapel that he built, at the request of his uncle, the Bishop of Ely, for Pembroke College, Cambridge (1663). From this time onwards, until he died at the age of 91, he was fully occupied with a wide and taxing variety of architectural problems which he faced in the execution of all the great building schemes of the day. His scientific background and inventive mind stood him in good stead in solving such difficulties with an often unusual approach and concept. Nowhere was this more apparent than in his rebuilding of fifty-one churches in the City of London after the Great Fire, in the construction of the new St Paul's Cathedral and in the grand layout of the Royal Hospital at Greenwich.The first instance of Wren's approach to constructional problems was in his building of the Sheldonian Theatre in Oxford (1664–9). He based his design upon that of the Roman Theatre of Marcellus (13–11 BC), which he had studied from drawings in Serlio's book of architecture. Wren's reputation as an architect was greatly enhanced by his solution to the roofing problem here. The original theatre in Rome, like all Roman-theatres, was a circular building open to the sky; this would be unsuitable in the climate of Oxford and Wren wished to cover the English counterpart without using supporting columns, which would have obscured the view of the stage. He solved this difficulty mathematically, with the aid of his colleague Dr Wallis, the Professor of Geometry, by means of a timber-trussed roof supporting a painted ceiling which represented the open sky.The City of London's churches were rebuilt over a period of nearly fifty years; the first to be completed and reopened was St Mary-at-Hill in 1676, and the last St Michael Cornhill in 1722, when Wren was 89. They had to be rebuilt upon the original medieval sites and they illustrate, perhaps more clearly than any other examples of Wren's work, the fertility of his imagination and his ability to solve the most intractable problems of site, limitation of space and variation in style and material. None of the churches is like any other. Of the varied sites, few are level or possess right-angled corners or parallel sides of equal length, and nearly all were hedged in by other, often larger, buildings. Nowhere is his versatility and inventiveness shown more clearly than in his designs for the steeples. There was no English precedent for a classical steeple, though he did draw upon the Dutch examples of the 1630s, because the London examples had been medieval, therefore Roman Catholic and Gothic, churches. Many of Wren's steeples are, therefore, Gothic steeples in classical dress, but many were of the greatest originality and delicate beauty: for example, St Mary-le-Bow in Cheapside; the "wedding cake" St Bride in Fleet Street; and the temple diminuendo concept of Christ Church in Newgate Street.In St Paul's Cathedral Wren showed his ingenuity in adapting the incongruous Royal Warrant Design of 1675. Among his gradual and successful amendments were the intriguing upper lighting of his two-storey choir and the supporting of the lantern by a brick cone inserted between the inner and outer dome shells. The layout of the Royal Hospital at Greenwich illustrates Wren's qualities as an overall large-scale planner and designer. His terms of reference insisted upon the incorporation of the earlier existing Queen's House, erected by Inigo Jones, and of John Webb's King Charles II block. The Queen's House, in particular, created a difficult problem as its smaller size rendered it out of scale with the newer structures. Wren's solution was to make it the focal centre of a great vista between the main flanking larger buildings; this was a masterstroke.[br]Principal Honours and DistinctionsKnighted 1673. President, Royal Society 1681–3. Member of Parliament 1685–7 and 1701–2. Surveyor, Greenwich Hospital 1696. Surveyor, Westminster Abbey 1699.Surveyor-General 1669–1712.Further ReadingR.Dutton, 1951, The Age of Wren, Batsford.M.Briggs, 1953, Wren the Incomparable, Allen \& Unwin. M.Whinney, 1971, Wren, Thames \& Hudson.K.Downes, 1971, Christopher Wren, Allen Lane.G.Beard, 1982, The Work of Sir Christopher Wren, Bartholomew.DY -
17 сможет заменить
Сможет заменить (о вариантах)The prebuckled shell promises to provide new alternatives to the design of cylindrical shells where buckling is the primary mode of failure.Русско-английский научно-технический словарь переводчика > сможет заменить
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18 analysis
анализ, исследование- analysis of failure - analysis of operating costs - analysis of sections - analysis of structure - analysis of the truss joints - analysis of the working environment - analysis of water content - absorption analysis - approximate analysis - architectural analysis - bacteriological analysis - check analysis - chemical analysis - chromatographic analysis - compositional analysis - comprehensive analysis - computer analysis - correlation analysis - cost-benefit analysis - cross-correlation analysis - dynamic analysis - element analysis - end-point analysis - engineering analysis - environmental impact analysis - express analysis - fail-safe analysis - fault analysis - feasibility analysis - feasibility study and analysis - finit element analysis - frequency analysis - grain-size analysis - gravimetric analysis - laboratory analysis - large deflection analysis - long-term economic analysis - microbial analysis - model analysis of structures - nonlinear analysis - qualitative analysis - raw water design analysis - reliability analysis - runoff analysis - seismic analysis - size analysis - stress analysis - structural analysis - surrogate analysis - risk analysis - thermal-stress analysis - time-history analysis - titrometric analysis - total analysis - waste water analysis - water analysis - water budget analysis - X-ray analysis* * *1. анализ, исследование, изучение2. расчёт, исчисление, вычисление- analysis of sections
- analysis of shells
- analysis of structures
- analysis of trusses
- activity analysis
- approximate analysis
- arch analysis
- bending analysis
- benefit cost analysis
- break-even analysis
- buckling analysis
- cement content analysis
- coarse analysis
- core analysis
- correlation analysis
- critical path analysis
- differential thermal analysis
- Dunagan analysis
- dynamic analysis
- elastoplastic analysis
- experimental analysis
- failure analysis
- feasibility analysis
- fine analysis
- finite element analysis
- flood-frequency analysis
- folded plate analysis
- free-vibration analysis
- graphical analysis
- graphical analysis of trusses
- graphical structural analysis
- hydrograph analysis
- hypsometric analysis
- influence line analysis
- innovative analysis
- linear elastic analysis
- linearized analysis
- matrix analysis
- mechanical analysis
- model analysis
- model analysis of structures
- network analysis
- nondestructive test analysis
- numerical analysis
- overhead analysis
- particle-size analysis
- performance analysis
- pipette analysis
- plane stress analysis
- precise analysis
- qualitative analysis
- quantitative analysis
- river-basin analysis
- screen analysis
- sedimentation analysis
- sieve analysis
- soil analysis
- static analysis
- stress analysis
- stress analysis beyond the elastic limit
- stress-path settlement analysis
- structural analysis
- systems analysis
- terrain analysis
- theoretical analysis of stress
- thermographical analysis
- three-dimensional analysis
- time-dependent analysis
- ultimate load analysis
- wet analysis
- wet mechanical analysis
- X-ray diffraction analysis -
19 Boxer, Major-General Edward Mourrier
SUBJECT AREA: Weapons and armour[br]b. February 1822d. 11 January 1897 Isle of Wight, England[br]English Ammunition designer and inventor of the brass, fully obturating cartridge case.[br]Commissioned into the Royal Artillery in 1839, Boxer's flair for the technical aspects of gunnery led to his appointment, at the early age of 33, as Superintendent of the Laboratory at the Royal Arsenal, Woolwich. He was able to devote his attention to the design of more effective shells, cartridges and fuses, with his greatest achievement being the invention, in 1866, of the Boxer cartridge, which had a case made of brass and a percussion cap set into the base. The real significance of the cartridge was that for the first time the chamber could be fully sealed, by way of the propellant gases expanding the case against the chamber wall, with the result that effective weapon range and accuracy could be dramatically increased. His achievement was recognized when Parliament voted a special financial grant, and the Boxer cartridge is still in wide use today. Boxer was promoted Colonel in 1868 and retired the following year as an honorary Major-General.[br]Principal Honours and DistinctionsFRS 1858.Bibliography1855, Treatise on Artillery. Prepared for the Use of the Practical Class, Royal Military Academy, London: Eyre \& Spottiswode.1858, Diagrams to Illustrate the Service and Management of Heavy Ordnance Referredto in Treatise on Artillery, London: Eyre \& Spottiswode.CMBiographical history of technology > Boxer, Major-General Edward Mourrier
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