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摘要:
RC shear wall with bi-directional single row of steel bars is applicable for multistory residence building. In order to analyze the seismic performance of joints of coupling beam and shear wall with bi-directional single row of steel bars, experimental studied on the joints of the coupling beam with different shear-span ratio under a low-frequency quasi-static cyclic loading were carried out, and the shear-span ratios of coupling beams are 0. 60 0. 75 1. 50 1. 75. Based upon the experimental studies, load-carrying capacity, stiffness and its degradation, ductility and failure phenomena of each specimen are analyzed systematically. Experiments indicate that the joint with the bi-directional single row of steel bars is able to satisfy requirements of seismic bearing capacity of multistory residence building through rational design.
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