摘要
使用有限元程序(ANSYS10.0)建立力学模型,对混凝土框架结构进行了抗震分析,主要运用了振型分解反应谱法和时程分析法分别对结构进行了内力计算和弹性层间位移控制,为结构设计奠定了基础。
The use of finite element program(ANSYS10.0) a mechanical model of reinforced concrete frame structures in seismic analysis by the bank,the main use of the modal response spectrum method and time-history analysis method to force calculation of the structure and flexibility of inter-story drift calculations,establish basement for structure design.
出处
《山西建筑》
2010年第3期68-69,共2页
Shanxi Architecture
关键词
混凝土框架结构
有限元
振型分解反应谱法
时程分析法
a concrete frame structure
finite element
modal response spectrum method
time-history analysis method