带填充墙框架-剪力墙结构的有限元分析
Finite Element Analysis for Frame-shear Wall Structure with InfillWall
刘琨1
作者信息
- 1. 安徽华电工程咨询设计有限公司安徽合肥230022
- 折叠
摘要
本文通过大型通用设计有限元软件对框架-剪力墙结构进行了仿真分析研究，研究填充墙的模拟方法。利用SAP2000分层壳单元改进填充墙的模拟，建立了五种不同填充墙布置方式的模型。通过对各个模型进行模态分析和动力时程分析，得出大量的数据，对比各模型的周期、位移以及层间剪力等结果，系统地分析填充墙对于框架-剪力墙结构的抗震性能影响。
Abstract
This article through large general finite element softwareto frame-shear wall structure is simulated analysis of the wall, studiesthe filling simulation method. SAP2000 layered shell element using theimproved model, built a five different infill walls layouts of model. UseSAP2000 for each model respectively the modal analysis and the dynamictime-history analysis, obtains a large amount of data, and compared theresults of the cycle, displacement, model of interlayer shear forces ofsystem analysis results such as the fill walls for frame-shear wall structureseismic performance impact.
关键词
框架-剪力墙结构/填充墙/SAP2000/有限元分析Key words
frame-shear wall structure/infill wall/SAP2000/finiteelement analysis引用本文复制引用
出版年
2018
NETL
NSTL
万方数据