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History of structural engineering

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lateral forces in any direction by cantilevering from the foundation." Closely spaced interconnected exterior columns form the tube. Horizontal loads, for example wind, are supported by the structure as a whole. About half the exterior surface is available for windows. Framed tubes allow fewer interior columns, and so create more usable floor space. Where larger openings like garage doors are required, the tube frame must be interrupted, with transfer girders used to maintain structural integrity. The first building to apply the tube-frame construction was in the
297: 519: 137: 511: 423: 219: 580:, British Patent no. 5022. Although different forms of cement already existed (Pozzolanic cement was used by the Romans as early as 100 B.C. and even earlier by the ancient Greek and Chinese civilizations) and were in common usage in Europe from the 1750s, the discovery made by Aspdin used commonly available, cheap materials, making concrete construction an economical possibility. 17: 492: 887:
to become a significant tool for structural analysis and design. The development of finite element programs has led to the ability to accurately predict the stresses in complex structures, and allowed great advances in structural engineering design and architecture. In the 1960s and 70s computational
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design. Wilhelm Ritter formulated the truss theory for the shear design of reinforced concrete beams in 1899, and Emil Mörsch improved this in 1902. He went on to demonstrate that treating concrete in compression as a linear-elastic material was a conservative approximation of its behaviour. Concrete
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and others furthering of the understanding of its behaviour. Maillart noticed that many concrete bridge structures were significantly cracked, and as a result left the cracked areas out of his next bridge design - correctly believing that if the concrete was cracked, it was not contributing to the
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Another innovation that Fazlur Khan developed was the concept of X-bracing, which reduced the lateral load on the building by transferring the load into the exterior columns. This allowed for a reduced need for interior columns thus creating more floor space, and can be seen in the John Hancock
650:(Belper West Mill), using cast iron columns and timber beams within the depths of brick arches that formed the floors. The exposed beam soffits were protected against fire by plaster. This mill at Belper was the world's first attempt to construct fireproof buildings, and is the first example of 835:
structural systems for tall buildings. He defined the framed tube structure as "a three dimensional space structure composed of three, four, or possibly more frames, braced frames, or shear walls, joined at or near their edges to form a vertical tube-like structural system capable of resisting
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in Paris, using steel mesh reinforcement similar to that used by Lambot and Wilkinson. Monier took the idea forward, filing several patents for tubs, slabs and beams, leading eventually to the Monier system of reinforced structures, the first use of steel reinforcement bars located in areas of
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developed a mathematical basis for finite element analysis. This led in 1956 to the publication by J. Turner, R. W. Clough, H. C. Martin, and L. J. Topp's of a paper on the "Stiffness and Deflection of Complex Structures". This paper introduced the name "finite-element method" and is widely
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design and analysis has been progressing ever since, with the development of analysis methods such as yield line theory, based on plastic analysis of concrete (as opposed to linear-elastic), and many different variations on the model for stress distributions in concrete in compression
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were the most common major structures built by ancient civilizations because it is a structural form which is inherently stable and can be almost infinitely scaled (as opposed to most other structural forms, which cannot be linearly increased in size in proportion to increased loads).
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and Kurt Schafer published the culmination of almost ten years of work on the strut and tie method for concrete analysis - a tool to design structures with discontinuities such as corners and joints, providing another powerful tool for the analysis of complex concrete geometries.
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of 1826 he explored a great range of different structural theory, and was the first to highlight that the role of a structural engineer is not to understand the final, failed state of a structure, but to prevent that failure in the first place. In 1826 he also established the
376:). It was the first establishment of a scientific approach to structural engineering, including the first attempts to develop a theory for beams. This is also regarded as the beginning of structural analysis, the mathematical representation and design of building structures. 790:
went on to develop the plasticity theory of structures, providing a powerful tool for the safe design of steel structures. The possibility of creating structures with complex geometries, beyond analysis by hand calculation methods, first arose in 1941 when
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with a patent in 1928, gave a novel approach in overcoming the weakness of concrete structures in tension. Freyssinet constructed an experimental prestressed arch in 1908 and later used the technology in a limited form in the
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Further advances in the mathematics needed to allow structural engineers to apply the understanding of structures gained through the work of Galileo, Hooke and Newton during the 17th century came in the 18th century when
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Developments in the understanding of materials and structural behaviour in the latter part of the 20th century have been significant, with detailed understanding being developed of topics such as
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No record exists of the first calculations of the strength of structural members or the behaviour of structural material, but the profession of structural engineer only really took shape with the
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constructed 200 reinforced concrete bridges in Germany between 1890 and 1897 The great pioneering uses of reinforced concrete however came during the first third of the 20th century, with
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was built by Gustave Eiffel and Maurice Koechlin, demonstrating the potential of construction using iron, despite the fact that steel construction was already being used elsewhere.
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Equal weights at equal distances are in equilibrium, and equal weights at unequal distances are not in equilibrium but incline towards the weight which is at the greater distance.
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and side vaults, to build tall spacious structures, some of which were built entirely of stone (with iron pins only securing the ends of stones) and have lasted for centuries.
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Hoogenboom P.C.J., "Discrete Elements and Nonlinearity in Design of Structural Concrete Walls", Section 1.3 Historical Overview of Structural Concrete Modelling, August 1998,
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which has the oldest and longest Qanat (older than 3000 years and longer than 71 km) that also spread to other cultures having had contact with the Persian.
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presented his dissertation "Intorno ai sistemi elastici", which contains his theorem for computing displacement as partial derivative of the strain energy.
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pioneered much of the mathematics and many of the methods which allow structural engineers to model and analyse structures. Specifically, he developed the
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During the late 19th century, great advancements were made in the use of cast iron, gradually replacing wrought iron as a material of choice.
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High-rise construction, though possible from the late 19th century onwards, was greatly advanced during the second half of the 20th century.
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Throughout the late 19th and early 20th centuries, materials science and structural analysis underwent development at a tremendous pace.
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on the topic of discretization of plane elasticity problems using a lattice framework. This was the forerunner to the development of
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Qanat, Kariz and Khattara: Traditional Water Systems in the Middle East - By Peter Beaumont, Michael E. Bonine, Keith Stanley
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produced many engineering designs based on scientific observations and rigour, including a design for a bridge to span the
1503:"World Expos. A history of structures". Isaac LĂłpez CĂ©sar. A history of architectural structures over the last 150 years. 670: 1191: 1099: 98: 780: 401: 296: 1461: 666: 643: 562: 63: 844:. This laid the foundations for the tube structures used in most later skyscraper constructions, including the 464:
explaining the principle of virtual work, while in 1726 Daniel Bernoulli wrote of the "composition of forces".
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Archimedes is said to have remarked about the lever: "Give me a place to stand on, and I will move the Earth."
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roof. Many modern structures could not be understood and designed without the use of computational analysis.
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was also designed by Khan for the John Hancock Center in 1969. Later buildings with sky lobbies include the
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written in 25 BC, a manual of civil and structural engineering with extensive sections on materials and
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and seldom supplanted by advances. Structures were repetitive, and increases in scale were incremental.
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Throughout ancient and medieval history most architectural design and construction was carried out by
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Though elasticity was understood in theory well before the 19th century, it was not until 1821 that
916: 904: 820: 783:, allowing the real stresses of many complex structures to be approximated quickly and accurately. 749: 592: 588: 542: 1502: 387:, providing a scientific understanding of elasticity of materials and their behaviour under load. 912: 896: 889: 717: 642:, was the first building in the world with an interior iron frame. It was built in 1797. In 1792 212: 483: 446:(1700–1782) circa 1750 - the fundamental theory underlying most structural engineering design. 1352: 1233: 1197: 1167: 1053: 908: 765: 701: 655: 412: 404:, providing for the first time an understanding of the fundamental laws governing structures. 324: 312:(11th to 14th centuries) builders were able to balance the side thrust of vaults with that of 121: 872: 832: 721: 697: 651: 608: 449: 443: 408: 391: 360: 309: 583:
Developments in concrete continued with the construction in 1848 of a rowing boat built of
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Transfer Of Islamic Technology To The West, Part Ii: Transmission Of Islamic Engineering
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recognised as the first comprehensive treatment of the method as it is known today.
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formulated the general theory of elasticity in a mathematically usable form. In his
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formula, greatly advancing the ability of engineers to design compression elements.
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The Traditional Crafts of Persia: Their Development and Technology by Hans E. Wulff
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in France in 1930. He went on to build six prestressed concrete bridges across the
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The understanding of the physical laws that underpin structural engineering in the
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The foundations of modern structural engineering were laid in the 17th century by
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was the first structural engineer known by name and constructed the first known
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Another notable engineering feat from antiquity still in use today is the qanat
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analysis was used in a significant way for the first time on the design of the
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in the US and Wayss & Freitag in Germany also patented systems. The firm
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made great bounds in structural engineering, pioneering large structures in
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Structural engineering theory was again advanced in 1930 when Professor
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Turner, J.; Clough, R.W.; Martin, H.C.; Topp, L.J. (1956) p.803-23, 854
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In the late 20th and early 21st centuries the development of powerful
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used in construction. One reason for their success is their accurate
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Again taking reinforced concrete design forwards, from 1892 onwards
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designed structural systems that remain fundamental to many modern
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Bessemer converter, Kelham Island Museum, Sheffield, England (2002)
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In the 15th and 16th centuries and despite lacking beam theory and
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Archimedes used the principles derived to calculate the areas and
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and others. The depth and breadth of knowledge now available in
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underlying structural engineering began to be understood in the
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The recorded history of structural engineering starts with the
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with the publication of three great scientific works. In 1638
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Steel construction was first made possible in the 1850s when
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During the late 19th century, Russian structural engineer
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Newton, Isaac;Leseur, Thomas; Jacquier, François. (1822)
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and which he employed in his structural designs for the
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Bradley, Robert E.; Sandifer, Charles Edward (2007).
1079:(1897). The unabridged work in PDF form (19 MB)" 646:
had attempted to build a fireproof mill at Belper in
907:, temperature effects on materials, dynamics and 1123:Galileo, G. (Crew, H & de Salvio, A. (1954)) 54:, the first architect in history known by name. 189: 681:, after the original design for the bridge by 561:Towards the end of the 19th century, in 1873, 554:as a property of materials independent of the 748:strength. This resulted in the revolutionary 578:"a superior cement resembling Portland Stone" 514:Eiffel Tower under construction in July 1888. 479:Modern developments in structural engineering 8: 397:Philosophiae Naturalis Principia Mathematica 338:Galileo Galilei. Portrait in crayon by Leoni 1306:Blank, A.; McEvoy, M.; Plank, R. (1993) p.2 1279:Nedwell, P.J.; Swamy, R.N.(ed). (1994) p.27 1102:. Museum of Science, Boston. Archived from 685:was rejected following the collapse of his 977:"Lecture Notes in Structural Engineering" 627:as the preferred metal for construction. 183:in two volumes, in which he sets out the 1261:Castigliano, C.A. (Andrews, E.S.) (1966) 1185: 1183: 982:. University of Colorado. Archived from 970: 968: 517: 509: 421: 135: 70:technology developed in the time of the 39:dates back to at least 2700 BC when the 15: 964: 199:of various geometric figures including 175:dates back to the 3rd century BC, when 1481:Schlaich, J., K. Schäfer, M. Jennewein 1232:. Imperial College Press. p. 62. 1166:. Imperial College Press. p. 69. 948:History of sanitation and water supply 846:construction of the World Trade Center 827:in 1973. Khan's central innovation in 772:, firmly establishing the technology. 712:and new structural geometries such as 361:Dialogues Relating to Two New Sciences 156:in Egypt. In the 26th century BC, the 1229:The Science of Structural Engineering 1193:Leonhard Euler: Life, Work and Legacy 1163:The Science of Structural Engineering 128:and have been developing ever since. 7: 1458:"Evolution of Concrete Skyscrapers" 838:DeWitt-Chestnut Apartment Building 829:skyscraper design and construction 728:company in the late 19th century. 14: 1518:History of structural engineering 415:both independently developed the 429:portrait by Johann Georg Brucker 265:. Their methods are recorded by 1523:3rd-millennium BC introductions 700:developed analysis methods for 417:Fundamental theorem of calculus 1: 795:submitted his D.Sc thesis at 572:was patented by the engineer 440:Euler–Bernoulli beam equation 390:Eleven years later, in 1687, 379:This was followed in 1676 by 1081:. Cambridge University Press 181:On the Equilibrium of Planes 132:Early structural engineering 1431:Chris H. Luebkeman (1996). 1405:Chris H. Luebkeman (1996). 1270:Prentice, J.E. (1990) p.171 587:- the forerunner of modern 168:until the 19th century AD. 1544: 1150:Stillwel, J. (2002). p.159 1050:Ancient Water Technologies 781:Moment distribution method 600:tension in the structure. 407:Also in the 17th century, 372:giving rise to a constant 148:. In the 27th century BC, 74:, the predecessors of the 1216:Dugas, RenĂ© (1988). p.231 833:"tube" and "bundled tube" 563:Carlo Alberto Castigliano 229:era aqueduct circa 19 BC. 1315:Labrum, E.A. (1994) p.23 1297:Swank, J.M. (1965) p.395 1288:Kirby, R.S. (1990) p.476 1226:Heyman, Jacques (1999). 1160:Heyman, Jacques (1999). 786:In the mid 20th century 710:lattice shell structures 281:techniques based on the 112:and the re-invention of 97:, rising to the role of 1528:History of construction 1377:Heyman, J. (1998) p.101 1077:The Works of Archimedes 1048:Mays, L. (2010-08-30). 955:water management system 943:History of architecture 938:History of construction 885:finite element analysis 840:which Khan designed in 817:high rise constructions 801:finite element analysis 524:Lattice shell structure 454:Johann (Jean) Bernoulli 1132:Chapman, Allan. (2005) 921:structural engineering 901:earthquake engineering 714:hyperboloid structures 632:Ditherington Flax Mill 535: 515: 507: 496: 488: 471:went on to derive the 430: 339: 305: 261:, defensive walls and 230: 193: 141: 36:structural engineering 29: 706:thin-shell structures 556:second moment of area 521: 513: 502: 494: 486: 425: 337: 299: 221: 158:Great Pyramid of Giza 139: 110:Industrial Revolution 19: 1490:MacNeal, R.H. (1994) 1252:Hosford, W.F. (2005) 1073:Heath, T.L. (1897). 862:Petronas Twin Towers 831:was the idea of the 793:Alexander Hrennikoff 788:John Fleetwood Baker 757:Prestressed concrete 302:Notre Dame Cathedral 1368:Hewson, N.R. (2003) 905:composite materials 821:John Hancock Center 750:Salginatobel Bridge 741:AG fĂĽr Monierbauten 733:François Hennebique 619:would replace both 593:Joseph-Louis Lambot 589:reinforced concrete 543:Claude-Louis Navier 383:first statement of 300:Flying buttress at 179:published his work 160:was constructed in 118:History of concrete 1016:2008-02-18 at the 975:Victor E. Saouma. 897:fracture mechanics 890:Sydney Opera House 858:World Trade Center 852:Center. The first 718:Pipeline transport 702:tensile structures 536: 516: 508: 497: 489: 431: 400:, setting out his 340: 306: 231: 213:Euclidean geometry 197:centers of gravity 142: 30: 1203:978-0-444-52728-8 1100:"Renaissance Man" 1059:978-90-481-8631-0 909:vibration control 766:Plougastel Bridge 761:Eugène Freyssinet 720:was pioneered by 656:Belper North Mill 495:Belper North Mill 413:Gottfried Leibniz 325:Leonardo da Vinci 314:flying buttresses 146:ancient Egyptians 122:physical sciences 1535: 1491: 1488: 1482: 1479: 1473: 1472: 1470: 1469: 1460:. Archived from 1454: 1448: 1447: 1445: 1444: 1435:. Archived from 1428: 1422: 1421: 1419: 1418: 1409:. 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Index


Imhotep
Louvre
structural engineering
step pyramid
Pharaoh
Djoser
Imhotep
Pyramids
water management
Qanat
Medes
Persian Empire
Iran
artisans
masons
carpenters
master builder
guilds
Industrial Revolution
concrete
History of concrete
physical sciences
Renaissance

ancient Egyptians
Imhotep
step pyramid
Great Pyramid of Giza
Egypt

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