SEISMIC PERFORMANCE ASSESSMENT OF BRICK MASONRY STRUCTURES WITH PRECAST SLABS BASED ON DETERIORATION OF FREQUENCY

Xia Zhanghua; Li Jiawei; Xia Jian; Lin Jintao

doi:10.13204/j.gyjz201504017

Volume 45 Issue 4

Jun. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(4): 92-97

Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

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Xia Zhanghua, Li Jiawei, Xia Jian, Lin Jintao. SEISMIC PERFORMANCE ASSESSMENT OF BRICK MASONRY STRUCTURES WITH PRECAST SLABS BASED ON DETERIORATION OF FREQUENCY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 92-97. doi: 10.13204/j.gyjz201504017

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SEISMIC PERFORMANCE ASSESSMENT OF BRICK MASONRY STRUCTURES WITH PRECAST SLABS BASED ON DETERIORATION OF FREQUENCY

doi: 10.13204/j.gyjz201504017

Publish Date: 2015-04-20

Abstract

Abstract

In order to study the seismic performance assessment method of brick masonry structures with precast slabs，the bi-directional pseudo-dynamic test of 1∶ 2 scaled building model was carried out． The change of rigidity and frequency of the structure was introduced in the test，and a seismic performance assessment method based on frequency was presented． The evaluation results based on frequency were very close to those based on rigidity，and frequency-based method had a simpler calculation process，and the results were also closed to real damage condition． Therefore，the frequency-based method could be applied in seismic performance evaluation of brick masonry structures with precast slabs．
- brick masonry structures with precast slabs,
- bi-directional pseudo-dynamic test,
- seismic performance index,
- rigidity,
- frequency

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