Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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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
Citation: 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

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
  • 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.
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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