A new kind of reinforced concrete shear wall with replaceable corner components was put forward. Then, the design method of the shear wall was introduced. Finally, numerical simulation and comparison analysis were carried out. The results show that the new shear wall has superior antiseismic capability, and the damage mainly concentrates at the replaceable components.
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LIU Qizhou, JIANG Huanjun. Design Method of New Type of Reinforced Concrete Shear Wall With Replaceable Corner Components and Its Analysis[J].同济大学学报(自然科学版),2016,44(1):0037~0044