本文在前人研究的基础上进行了预应力索桁架点式玻璃幕墙整体结构体系的动力响应分析。
This text has done the dynamic analysis of the whole curtain wall structure system on the basis of the forefathers' studys.
结合上海大剧院玻璃幕墙的结构设计，探讨了预应力索桁架这一新型幕墙结构支承体系的工作原理。
Combining with the supporting system of the glass curtain of Shanghai Grand Theatre, the working principle of such a new form of supporting system-prestressed Cable Truss is discussed.
屋面设计中，结合建筑功能要求，采用了新颖的预应力索桁架双曲屋面结构体系。
During the roof design, combined with the functional demand, the novel hyperboloidal roof with prestressed cabled truss system was adopted.
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