摘要
为满足核电厂应急指挥中心的抗震要求,按民用项目中震弹性进行结构设计,针对一个具体的应急指挥中心结构,采用ANSYS软件建立三维模型,进行反应谱分析,并与专用软件PKPM的计算结果进行对比分析,计算表明,两种软件的计算结果接近。
In order to meet emergent anti-seismic demand of nuclear power plant,it carries out structural design according to the seismic elastic performance in civil project,taking a specific engineering as an example,the structural analysis model is established by program of ANSYS and the spectrum analysis is done,the calculation result are close to the result by PKPM soft through comparison.
出处
《山西建筑》
2014年第23期42-43,共2页
Shanxi Architecture
关键词
核电厂
弹性设计
反应谱分析
nuclear power plant
elastic design
response spectrum anaysis
