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STRUCTURAL GLASS FACADES - USC School of Architecture

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and load conditions. A testing methodology should be developed that each newly defined<br />

system type could be subjected to upon completion.<br />

Opportunities for Future Development<br />

Additional System Types<br />

As discussed above, there is great opportunity in additional system types. Tensegrity type<br />

structures have been explored to only a very limited extent as façade structures. Grid shells<br />

and hybrid structures <strong>of</strong>fer other interesting possibilities.<br />

Building Enclosures<br />

This thesis has been broad enough in scope just in consideration <strong>of</strong> structural glass facades<br />

in relatively conventional form; in vertical applications as part <strong>of</strong> a larger building. In fact, the<br />

technology is capable <strong>of</strong> accommodating overhead applications and even complete building<br />

enclosures in a remarkable diversity <strong>of</strong> form. It is entirely conceivable that such systems<br />

could be developed and included in the FacadeDesigner and StructureDesigner programs.<br />

Although this would represent a considerable undertaking, it would dramatically broaden the<br />

functionality and potential application <strong>of</strong> the programs.<br />

Development <strong>of</strong> the DR Technique<br />

In conversations with Dr. Dehghanyar, author <strong>of</strong> the DR program, it has been determined<br />

that there is some possibility <strong>of</strong> applying a modification <strong>of</strong> the DR method as discussed in<br />

Chapter 7 to a broader range <strong>of</strong> structure types, including the simple truss system as a<br />

replacement to the method described in 7.4.1. The potential advantage is for a closer<br />

406

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