摘要
采用大型通用有限元程序ANSYS建立了某水电站钢结构厂房的三维有限元模型,进行了钢结构厂房的整体三维有限元动力分析,动力分析采用时程分析法并考虑峰值加速度0.1g进行分析;最终得到了钢结构厂房的地震动力响应,并对结构安全性进行了校核。其计算成果对类似工程设计与施工具有直接指导和参考意义。
The whole 3-D finite element model of a large-span steel-structural factory building was established by using the program ANSYS,then the three-dimensional dynamic finite element analysis was made,in which the peak value of accelerated speed was used to 0.1 g.And finally the response characteristics of dynamic behaviour were obtained,and the security of steel-structural factory building was verified.The results would be helpful for the design and construction of similar buildings.
出处
《水利与建筑工程学报》
2011年第3期91-94,共4页
Journal of Water Resources and Architectural Engineering
关键词
钢结构厂房
有限元
时程分析法
steel-structural workshop building
finite element
time-history analysis method