SHAKING TABLE TEST OF A COMPLEX LONG-SPAN CONNECTED BUILDING
For commercial or aesthetic purposes, the high-rise buildings are becoming increasingly unique and complicate in shapes. Zhongzhou sightseeing gate in Guangzhou, consisted of two towers connected by a long-span corridor, belongs to such a high-rise building. The great irregularity in plan and elevation, according to Chinese code, necessitates a detailed study, which usually includes refined structural analysis, scaled structural model test and large size member or joint test. In order to investigate the seismic performance of this complex long-span connected building, the shaking table test of the 1:30-scale structural model was performed on the shaking table with three-dimensions and six degrees-of-freedom. Based on the test, the selfshaking properties, seismic responses and damage features are presented, which shows that the structure exhibits satisfactory seismic performance under the action of 7-and 8-occurred earthquakes.
long- span connected structure simulated earthquake shaking table test
Pei- Feng Wu Jing Ji Xue-Wei Chen Xiao-Lei Han
Tall Building Structure Research Institute, South China University of Technology, Guangzhou 510640, Tall Building Structure Research Institute, South China University of Technology, Guangzhou 510640,
国际会议
广州
英文
1481-1485
2009-11-28（万方平台首次上网日期，不代表论文的发表时间）