摘要
选取云南农村设置厦柱的单层木结构民居为研究对象,采用Midas有限元数值模拟的方法建立结构整体模型。分析结构静力荷载作用下的变形特点,并通过时程分析得到结构在地震作用下的位移和加速度响应。
The overall structure finite element numerical model of Chuan-Dou timber structure which is setting the support pillars was established with Midas Gen to analyze the displacement under static loads,the displacement and seismic response under different earthquake intensities are obtained by time-history analysis.
作者
李静
王博
戴必辉
Li Jing;Wang Bo;Dai Bihui(Civil Engineering College,Southwest Forestry University,Kunming,Yunnan 650224;Yunnan Design Institute Group,Kunming,Yunnan 650299)
出处
《江西建材》
2019年第12期73-74,76,共3页
Jiangxi Building Materials
基金
云南省科技计划项目青年项目(2015FD0027)资助
关键词
木结构
有限元分析
静力荷载
地震反应
Timber structure
Finite element analysis
Static loads
Seismic response
