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STRUCTURAL GLASS FACADES - USC School of Architecture

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eing used as a structural element <strong>of</strong> the enclosure as a stressed skin. These innovators<br />

were far ahead <strong>of</strong> their time in using glass as a structural element, even before the advent <strong>of</strong><br />

glass-strengthening techniques. (Wigginton 1996, pp.34-37)<br />

While the building form represented by the conservatory structures quickly transcended its<br />

early botanical applications to become an important public structure type, perhaps as best<br />

represented by the Crystal Palace, there was no real integration <strong>of</strong> this building form with the<br />

conventional architecture <strong>of</strong> the time. (There are certain relevant exceptions, primarily<br />

involving the glass ro<strong>of</strong>s <strong>of</strong> train halls and shopping arcades such as Pennsylvania Station,<br />

New York, 1905-10, McKim, Mead and White, and the Galleria Vittorio Emmanuele II, Milan,<br />

1865-7, Giuseppe Mengone, but these represent unique building forms themselves that<br />

typically interface rather than integrate, with the adjacent architecture.) The great<br />

conservatories were all free-standing, autonomous buildings. Certainly they inspired, as they<br />

continue to inspire new generations <strong>of</strong> designers even today. Equally certain they fueled a<br />

continuing increase in the desire for and use <strong>of</strong> glass in architecture. (Wigginton 1996,<br />

pp.47-48)<br />

Meanwhile, in the great cities <strong>of</strong> Europe and America, density and land values were creating<br />

pressure to build upwards, pushing the limits <strong>of</strong> the predominantly masonry building<br />

practices <strong>of</strong> the time. By the end <strong>of</strong> the 19 th century, a Chicago engineer named William<br />

Jenney had devised a method <strong>of</strong> steel framing and thus gave birth to the technology <strong>of</strong> highrise<br />

buildings. Exterior walls became functionally different in a quite significant way; as with<br />

the earlier iron framing systems used in the conservatory structures, they were no longer<br />

load bearing, carrying only their own weight over a single story span. They need no longer<br />

be masonry (although masonry remained the predominant wall material for years to come);<br />

in fact masonry was an inappropriate material for most <strong>of</strong> these new applications because it<br />

was unnecessarily heavy. (AAMA n.d.)<br />

19

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