一种新型组合剪力墙抗震性能ABAQUS分析  

Analysis on seismic behavior of a new kind of composite shear wall on ABAQUS

作　　者：于传鹏[1] 曹万林[2] 黄友强[1] 董宏英[2] 刘嗥[2] 

机构地区：[1]国核电力规划设计研究院有限公司,北京100095 [2]北京工业大学建筑工程学院,北京100124

出　　处：《山西建筑》2017年第5期31-33,共3页Shanxi Architecture

基　　金：国家自然科学基金(51478020)

摘　　要：采用ABAQUS软件,建立了适应钢管混凝土边框内置分块钢板组合剪力墙构造特点的有限元模型,并对该新型组合剪力墙结构进行了弹塑性分析,结果表明:采用新型剪力墙可达到建筑物沿高度变承载力、变刚度的目的,综合抗震效果好。The paper adopts ABAQUS software to establish the finite element model suitable for the features of the steel tube concrete framework built-in block steel plate composite shearing wall,undertakes the elastic and plastic analysis of the new composite shearing wall structure,and proves by the result that the new shearing wall can ensure the building to change the loading capacity and stiffness along with the altitude with better seismic performance.

关 键 词：组合剪力墙 ABAQUS 抗震性能 承载力 

分 类 号：TU352[建筑科学—结构工程]