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《Journal of Zhejiang University(Engineering Science)》 2006-01
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Aseismic behaviors of transferring joints for steel reinforced concrete beam

LI Yu-rong~1,SHEN Jin~2,QIU Tao~2,SUN Bin-nan~1,QIN Cong-lv~2(1.Department of Civil Engineering,Zhejiang University,Hangzhou 310027,China;2.Architectural Design and Research Institute,Zhejiang University,Hangzhou 310027,China)  
Based on the pseudo-static tests of the continuous steel reinforced concrete(SRC) beam transferring structural model under two loading modes,some aseismic behaviors of transferring joints,such as the failure patterns,deformation capacity,energy dissipation capacity,strength degradation of steel reinforced concrete transferring joints,were presented for contrasting them with the aseismic performance of SRC frame joints without axial compression.The aseismic behaviors of the SRC transferring joints and the equivalent SRC frame joints were analyzed by using the finite element method.Stresses in the steel webs were obtained by using the test data in the shear strength equation introduced from the analysis.In order to prove the results of the test,a finite element model was put forward,which showed that the strut-tie mechanism of the transferring joints under earthquake forces is effective.
【CateGory Index】: TU398.9
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