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《Sichuan Building Science》 2013-04
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Experimental study on seismic performance of transfer floor structure for frame-supported short-leg shear wall

QI Yong1,ZHONG Shusheng2(1.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China)  
One beam transfer floor and three inclined column-shaped transfer floor structures of frame-supported short-leg shear wall are tested under vertical loading and horizontal cyclic loading to analyze the influence of leg-thickness ratio on the seismic performance of inclined column-shaped transfer floors.The failure patter,bearing capacity,hysteretic characteristics and ductility are analyzed in detail.The results show that leg-thickness ratio of the short-leg shear wall has important implications to the transfer beam performance;if the design is reasonable,the inclined column-shaped transfer floor structure has a good ductility,multi-channel seismic line of defense and better seismic performance.
【CateGory Index】: TU352.11
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【Citations】
Chinese Journal Full-text Database 1 Hits
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Li Yonggui Wang Feiping;Crack Control Measures of Transfer Beam in Nanning Xinhua Bookstore Plaza[J];Expansive Agents & Expansive Concrete;2006-03
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