钢筋混凝土空心剪力墙与同体积实心钢筋混凝土剪力墙的抗震分析
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摘要
利用ANSYS结构分析软件对钢筋混凝土空心剪力墙与同体积普通钢筋混凝土剪力墙进行抗震分析,建立钢筋混凝土空心剪力墙和同体积的实心钢筋混凝土剪力墙简易模型进行时程分析,得到钢筋混凝土空心剪力墙和同体积实心钢筋混凝土剪力墙的顶点位移和层间位移,进行比较之后,得知钢筋混凝土空心剪力墙的位移要小于同体积实心钢筋混凝土剪力墙.
Anti-seismic analysis of the steel reinforced concrete hollow shear wall and the same volume solid shear wall was done by using the structural analysis software ANSYS.The time-history analysis was carried on by establishing the simple model of the steel reinforced concrete hollow shear wall and the same volume solid shear wall,the conclusion showed that the displacement of the hollow shear wall is much smaller than that of the same volume solid shear wall.
Anti-seismic analysis of the steel reinforced concrete hollow shear wall and the same volume solid shear wall was done by using the structural analysis software ANSYS.The time-history analysis was carried on by establishing the simple model of the steel reinforced concrete hollow shear wall and the same volume solid shear wall,the conclusion showed that the displacement of the hollow shear wall is much smaller than that of the same volume solid shear wall.
引文
[1]衰春燕.不同形式钢筋混凝土空心剪力墙非线性有限元分析[D].西安:西安建筑科技大学,2005.
[2]柳炳康,等.工程结构抗震设计[M].武汉:理工大学出版社,2005.
[3]杨溥,赖明.结构时程分析法输入地震波的选择控制指标[J].土木工程学报,2000,33(6):33-37.
[2]柳炳康,等.工程结构抗震设计[M].武汉:理工大学出版社,2005.
[3]杨溥,赖明.结构时程分析法输入地震波的选择控制指标[J].土木工程学报,2000,33(6):33-37.
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