Elasto-plastic Time-history Analysis and Study of Shaking Table Test on New Dissipation System of Reticulated Shell Structure
ZHOU Kun1 WANG Xiu-li1 ZHOU Dai2 WANG Lei3 JIANG Lei1 WU Chang1
1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200030, China;3. College of Civil Engineering, Tongji University, Shanghai 200092, China
New dissipation system of reticulated shell structure with Buckling Restrained Brace (BRB) was proposed for seismic performance of reticulated shell, which is one kind of multi-degree-of-freedom complex systems. The new dissipation system was analyzed on performance of earthquake resistance by theoretical analysis and numerical simulation, and the shaking table test was made by reduced scale model to simulate dynamic characteristics and dissipation capacity under different levels of seismic action. The result shows that the seismic response of Kiewit dome with Buckling Restrained Brace decreases and the effect of dissipation of vibration with Buckling Restrained Brace are clear.
周 锟;王秀丽;周 岱;王 磊;江 磊;吴 长. 新型网壳减震体系弹塑性时程分析与振动台实验研究[J]. , 2013, 32(21): 27-34.
ZHOU Kun WANG Xiu-li ZHOU Dai WANG Lei JIANG Lei WU Chang. Elasto-plastic Time-history Analysis and Study of Shaking Table Test on New Dissipation System of Reticulated Shell Structure
. , 2013, 32(21): 27-34.
2013, Vol. 32 
