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Proceedings of the First International Congress on Construction History, Madrid, 20th-24th January 2003, ed. S. Huerta, Madrid: I. Juan de Herrera, SEdHC, ETSAM, A. E. Benvenuto, COAM, F. Dragados, 2003. Innovations in the design of fong-span building structures Henry J. Cowan Before ¡ron became available as an economical structural material, the choice was between timber and bamboo, which had both tensile and compressive strength, but were easily destroyed by fire, and the masonry materials (stone, concrete, hard-bumed brick and mud-brick or pisé de terre), which were fire resistant, but lacked tensile strength. These material s could be used over a significant horizontal span only in the form of an arch which was purely in compression. The arch concept was known to the Ancient Egyptians, but they used it only for mudbricks. A catenary-shaped storage shed survi ves in the mortuary temple for Ramses II; its construction was abandoned when the Pharaoh died, so that this temporary arched structure, which would have been demolished in the ordinary way, survives. However, this is not an isolated example. One sees to this day many mudbrick houses along the Nile outside the big cities. The larger ones have t1at roofs made with wooden beams, the smaller ones are domed and entirely of mudbrick. The low strength of the material limits mudbrick domes to small spans. It seems likely that the same construction was used in Antiquity because many of the tombs in the Valley of the Kings cut into the solid rock, which model the life style ofthe people buried there, have t1at roofs for the larger rooms, but domed roofs for the smaller rooms. So why didn't the Egyptians use arches for their stone structures to avoid the use of a veritable forest of columns in the interior? Temples were originally oftimber, which was considered a building material superior to mudbrick. One can see that from the decoration of the stone columns in both Ancient Egypt and Ancient Greece, and even more clearly from some early stone structures, whose ceiling soffit is carved to look Iike round logs of timber; the processional corridor of Pharaoh Sozer's Step Pyramid at Sakhara is an example of a very early Egyptian stone structure (about 2800 Be), whose stone ceiling is carved to imitate round timber logs. So the early stone construction was based on the existing timber technology, and not on the more appropriate technology used for mudbrick. It was left to the Romans to take this logical step. From the stone arch and barrel vault they developed the cross vault and the dome, and achieved an enormous increase in span. The Pantheon in Rome, built in the 2nd century AD retained the record for span for 16 centuries, until long-spanning iron structures were developed. The Roman invention of the masonry arch was the basis of most of the great architectural structures prior to the Industrial Revolution. The Byzantines developed the shallow dome, which greatly reduced the hoop tensíon that develops in the 10wer portíons of a hernispherical dome. This was adopted and greatly enhanced by the designers of Islamic domes, who added the muquamas (or stalactite structure) to the repertoire. The cross vault and its imaginative variations are quite properly credited to the Gothic masterbuilders, but the concept was Roman. The Romans preferred domes to cross vaults, but they built enough for the idea to have come down to the medieval masons. For 666 H. J. Cowan Figure 1 Storage sheds built from sun-dried brick to store materials and tools for the construction of the mortuary temple of Ramses n. around 1230 BC These tcmporary buildings would ordinarily have been demolished on the completion of the temple, but this was lefl unfinished when Ramses 11 died. This provcs that the Egyptians knew the arch a thousand years before the Romans made it the main form of durable long-span eonstruction. It is dillicult to say why the newly developed stone construction in Egypt imitatcd timber lechnology ralher than the more appropriate sun-dried brick construclion. Presumably the prcstigious stone construction was based on the prestigious timbcr construction rather than lowly mud brick example, the cross vault of the Basilica of Maxentius, which was prominently located in the Roman Forum, did not collapse until 1349 (due to an earthquake). Brunelleschi was probably the first to use timber and iron reinforcement in domes to absorb the hoop tensíon and produce a lighter structure, and many Renaissance domes surpassed those of Ancient Rome in elegance, but not in span. The Roman structural inf] uence extended eventually as far as India, but probably not to Chipa, where the masonry arch was al so discovered, presumably independently. The Chinese built a number of stone arch bridges, whose maximum span was only slightly less than that of the longest Roman masonry arch bridges; but the Chinese never attempted to build arched masonry buildings. Significant buildings in China, Japan and Korea were generally oftimber. In Japan some important wooden temples were rebuilt at regular intervals, according to tradition as copies ofthe original designo In China they were also replaced, according to tradition, by copies when they were destroyed or damaged by fire. Thus the designs may be old, but the material rarely is. Iron eventually solved the problem of the structural deficiencies of timber and masonry, because it was incombustible and had tensile strength. The Chinese developed the manufacture of cast iron in the 6th century BC, but never used it as a major building material. The Europeans discovered cast iron only 1800 years later, and the material remained too scarce and expensive to be used as a principal building material until the early 19th century. The progress to the mass production of wrought iron and steel was then rapid, and their availability dramatically increased the potential for long-span construction. The largest domes were used for sporting events, and in the later part of the twentieth century their span had become so big that Innovation in the desing Figure 2 The Pantheon in Rome, around 120 AD, the longest spanning masonry strueture prior to the mid-191h eentury. This is an etching by Piranesi 667 the people in the rear seats could not see properly what was happening at the centre, so that television monitors had to be installed. The maximum useful span had evidently been reached. However, steel did not just extend the useful span of traditional construction, There was one thing it could do that had been difficult with traditional building material s: it could resist direct tension. This was particularly useful for bridges, and the longest bridges in the world today are suspension bridges. However, the suspension structure does not work well for buildings. There is no need for a building span the length of the Golden Gate Bridge, and the shorter spans can generally be handled better by less flexible structures, which are easier to make watertight and cost less. The use of cable stays for buildings is, 1 think, an innovation made after the Second World War.They are () t Figure 3 Reeonstruction of the Basilica of Maxentius on the Roman Forum, around 310 AD, which must have been one of the most impressive vaulted spaces of all time, probably exceeded only by St. Peter's Basilica in Rome. It is now a ruin, but this reconstruction by the Roman Antiquities Service is probably quite accurate, as the roof eollapsed only in 1349 during an earthquake 668 H, J, Cowan Figure 5 The Superdome built in 1999 for the Sydney Olympics, Its light construction is due to the use of cable stays, as in most of the 10ng-spanning 01ympic structures Figure 4 The structure of the Dome of Florence Cathedral, built around 1450, Brunelleschi avoided the great thickness of material needed in Roman domes to resist the hoop tension by placing a number of timber and iron chains in the structure in fact the realisation of a dream of the designers of an earlier era for a sky hook, the replacement of a column under the roof by a cable above it This has great potential for elegant long-span lightweight structures, Australia did not produce many significant longspan structures prior to the Sydney Olympics of the year 2000, The major Australian cities al! have a mild climate. Thus we did not need to provide long-s pan indoor facilities for sporting events or political meetings he Id at sub-zero temperatures or in great heat However, the Olympics posed a new problem, because the international sporting community expected covered stadia holding a large number of people. Many of the buildings especially erected for the Olympics have noteworthy structures, nearly all cable-stayed, and Tcommend them to your attention if you are not familiar with them.! NOTES Monumental Australian Architecture, selected and introduced by Chris Johnson. NSW Government Architect. BT Latitude. Sydney 2002 (PO Box 837, Blacktown NSW 2148).