%0 Journal Article
%T 新型可更换墙脚部件剪力墙设计方法及分析
%A 刘其舟
%A 蒋欢军
%J 同济大学学报(自然科学版)
%D 2016
%R 10.11908/j.issn.0253-374x.2016.01.006
%X 提出一种新型的可更换墙脚部件的剪力墙.介绍了该可更换墙脚部件剪力墙的设计方法，并对可更换墙脚部件剪力墙与传统钢筋混凝土剪力墙进行数值模拟和对比分析.计算结果表明，设计合理的可更换墙脚部件剪力墙不但具有良好的抗震性能，而且能够将破坏集中在可更换部件.</br>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 anti seismic capability, and the damage mainly concentrates at the replaceable components
%K 钢筋混凝土剪力墙 可恢复功能结构 可更换部件 设计方法 抗震性能&lt
%K /br&gt
%K reinforced concrete shear wall earthquake resilient structure replaceable component design method seismic performance
%U http://tjxb.cnjournals.cn/ch/reader/view_abstract.aspx?file_no=14722&flag=1