Experimental Study on Small-Scale Shake Table Testing of Cable-Stiffened Single-Layer Spherical Latticed Shell

被引:0
|
作者
Zhao, Ying [1 ]
Zhang, Zhiyu [2 ]
Chen, Yuzhen [2 ]
Lu, Cheng [3 ]
Zhou, Yu [3 ]
Zhang, Tianhao [4 ]
Li, Pengcheng [2 ]
Xiong, Gang [2 ]
机构
[1] Shanghai Tech Inst Elect & Informat, Shanghai 201411, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[3] Fourth Construction Co Ltd, China Construct Engn Div 8, Qingdao 266100, Peoples R China
[4] Univ Tokyo, Inst Ind Sci, Tokyo 1538505, Japan
基金
中国国家自然科学基金;
关键词
cable-stiffened single-layer spherical latticed shell; shaking table test; earthquake action; dynamic stability; RETICULATED SHELLS; OPTIMIZATION; STABILITY; BEHAVIOR;
D O I
10.3390/buildings14061826
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The cable-stiffened single-layer latticed shell is an innovative structural design that achieves a perfect balance between lightweight and stability by combining cables and a latticed shell. However, the study on dynamic response and failure mechanism of cable-stiffened single-layer latticed shell under seismic action is still lacking. Therefore, small-scale shaking table tests of two kinds of single-layer spherical latticed shells are carried out; the dynamic response and failure mode of the two shells under sine wave earthquake are investigated by using time history analysis. The conclusions show that the introduction of the prestressed cable plays an important role in improving the seismic performance of the single-layer latticed shell, and the cable-stiffened single-layer latticed shell has better load capacity and seismic performance under earthquake action than the ordinary single-layer latticed shell structure.
引用
收藏
页数:18
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