基于ABAQUS与YJK对某超高层建筑的非线性地震反应的分析  

Nonlinear seismic response analysis of a super-high-rise building based on ABAQUS and YJK

作　　者：刘雯[1] LIU Wen(Anhui Technical College of Water Resources and Hydroelectric Power,Hefei 231603,China)

机构地区：[1]安徽水利水电职业技术学院,安徽合肥231603

出　　处：《安徽水利水电职业技术学院学报》2021年第4期1-5,共5页Journal of Anhui Technical College of Water Resources and Hydroelectric Power

摘　　要：针对某超高层建筑,运用有限元分析软件ABAQUS与结构分析软件YJK对其进行振型分析,利用时程分析法分析非线性地震反应,得到各种地震波作用下的顶层水平位移、加速度时程曲线。分析表明结构计算中通过YJK软件建模分析非线性地震反应是可行的。The finite element analysis software ABAQUS and the structural analysis software YJK are used to analyze the vibration characteristics of a super-high-rise building, The time-history analysis method is used to analyze the nonlinear seismic response. The results show that the three-dimensional structure calculation model is established by using the YJK software in the structural calculation of the top-level horizontal displacement, the top-level acceleration time-history curve, is feasible to carry out nonlinear seismic response analysis.

关 键 词：ABAQUS 非线性地震反应 时程反应分析 

分 类 号：TU377[建筑科学—结构工程]