摘要
在对悬摆隔震结构体系进行刚度分析的基础上,采用ABAQUS软件建立了有限元模型,对该模型进行了动力时程分析.研究了不同摆长对结构抗震性能的影响,提出了摆长的取值范围.
On the basis of stiffness analysis about suspension isolation system,the finite element model is built by using ABAQUS software,and the dynamic time history analysis of the structural system are carried out.The influence of different length of pendulum on the seismic performance of the structure is studied. The range of the pendulum length is proposed.
出处
《佳木斯大学学报（自然科学版）》
CAS
2016年第2期186-189,共4页
Journal of Jiamusi University：Natural Science Edition
关键词
悬挂结构
有限元模型
时程分析
suspension structure
the finite element model
time history analysis
