高厚比对配筋砌体剪力墙平面外偏心受压性能影响的有限元分析  

Finite Element Analysis for the Behavior of the Reinforced Concrete Masonry Walls Under the Lateral Eccentric Axial load with Different Depth-thickness Rate

作　　者：彭晓亮[1] 程才渊[1] 

机构地区：[1]同济大学结构工程与防灾研究所

出　　处：《佳木斯大学学报（自然科学版）》2010年第4期489-492,共4页Journal of Jiamusi University：Natural Science Edition

摘　　要：用ANSYS有限元分析软件分离式模型建立了14片配筋砌体剪力墙的计算模型,分析了多种工况下墙片的平面外偏心受压性能及高厚比与偏心距对配筋砌体剪力墙平面外偏心受压性能的影响,比较了不同高厚比墙片的荷载位移关系曲线,并对计算结果进行了分析.In this paper we establish 14 calculation models of reinforced concrete masonry wall using the separate models of finite element analysis software ANSYS. We analyse the behavior of the walls under the lateral eccentric axial load and the impact of the depth-thickness rate and eccentricity to the behavior of the reinforced concrete masonry walls under the lateral eccentric axial load of wall under a wide range of conditions,compare the load-displacement curve of different depth-thickness rate walls and analyse the result.

关 键 词：配筋砌体 平面外偏心受压性能 荷载位移曲线 高厚比 偏心距 

分 类 号：TU311.1[建筑科学—结构工程]