摘要
本文在单片带缝钢板剪力墙理论研究的基础上,提出带缝钢板剪力墙的等效计算模型,对钢板剪力墙钢框架结构工程实例结构进行自振特性分析、常遇地震作用下的动力响应分析以及结构在罕遇地震作用下的三维非线性时程响应分析,得到一些有意义的结果和结论。
Based on the theoretical analyses of slit steel shear wall, its equivalent model is presented in this paper. The dynamic characteristics and the 3-dimensional seismic responses of the practical structures are investigated by using the finite-element method. The nonlinear spring elements are applied to the seismic response analysis under the rare earthquake. Some useful computational results and conclusions are given.
出处
《地震工程与工程振动》
CSCD
北大核心
2004年第1期63-67,共5页
Earthquake Engineering and Engineering Dynamics
基金
华南理工大学科学基金资助项目(E51040)
