Experimental Study on Seismic Performance of Tall Building with Steel Transfer Trusses Located at a Higher Level

作     者：刘劲松 裘涛 

作者机构：Architectural Design and Research InstituteSoutheast University Architectural Design and Research InstituteZhejiang University 

出 版 物：《Journal of Shanghai Jiaotong university(Science)》 (上海交通大学学报（英文版）)

年 卷 期：2008年第13卷第2期

页      面：181-183页

核心收录：

学科分类：08[工学] 0813[工学-建筑学] 0814[工学-土木工程] 

主　　题：steel transfer trusses transfer stories model experiment shaking table 

摘      要：Based on a shaking table experiment of 1 :25 scale frame-shearwall structure model with steel transfer trusses,the dynamic characteristics,seismic responses in elastic and elastic-plastic phases with de- structive forms of the structure were *** was observed that cracks were developed with earthquake wave acceleration increasing,but no severe crack was developed in the structure during the *** the seismic responses caused by artificial wave,site wave and E1 Centro wave,that caused by the artificial wave is the most intense *** angle between steel transfer trusses is large,which means the transfer stories might be ***,the seismic performance of the steel transfer trusses is good and the overall structure can satisfy seismic fortification requirements in the region of intensity 6.