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.
出处
《佳木斯大学学报（自然科学版）》
CAS
2010年第4期489-492,共4页
Journal of Jiamusi University：Natural Science Edition
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
reinforced concrete masonry
behavior under the lateral eccentric axial load
load-displacement curve
depth-thickness rate
eccentricity
