Volume 36 Issue 4
Jul.  2021
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WANG Shu-he, ZHANG Ju-bing, WANG Jin-long, LIU Ya-ting. Performance-based seismic evaluation of masonry-infilled frames[J]. Chinese Journal of Engineering, 2014, 36(4): 562-568. DOI: 10.13374/j.issn1001-053x.2014.04.020
Citation: WANG Shu-he, ZHANG Ju-bing, WANG Jin-long, LIU Ya-ting. Performance-based seismic evaluation of masonry-infilled frames[J]. Chinese Journal of Engineering, 2014, 36(4): 562-568. DOI: 10.13374/j.issn1001-053x.2014.04.020

Performance-based seismic evaluation of masonry-infilled frames

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  • Received Date: February 14, 2013
  • Available Online: July 09, 2021
  • The performance levels of frame structures and masonry-infilled walls together with corresponding inter-story drift limits were proposed by statistical analysis based on the current research results. A nonlinear finite element model was established for masonry-infilled frames. Nonlinear static analysis was performed for 6-,9-,and 12-story masonry-infilled frame structures under frequent, moderate and rare earthquakes and the inter-story drifts were obtained. According to the performance index, the seismic performances of masonry-infilled frames were evaluated and the inadequacy of the Chinese seismic code was pointed out. Based on the calculated results, a table for performance evaluation of masonry infilled frames is given for reference in practical use.

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