摘要
本文采用微粒桂制作了交银金融大厦的1／33模型，进行了等效风荷载静力试验研究，测得了结构在风荷载作用下的侧向位移以及主要构件的应变值，验证了结构设计的合理性。
This paper has shown that the research on static test of equivalent wind load for 1/33 model of jiaoyin Finance Building.The lateral deflection and strain vallues of main components have been tested and the valtiondity of structure design has been verified by test results.
出处
《四川建筑科学研究》
1999年第1期19-22,共4页
Sichuan Building Science
