摘要
总结了静力弹塑性分析(Pushover)的分析方法和实施步骤,并给出了一个12层钢筋混凝土剪力墙结构,运用MIDAS软件进行分析,结果表明静力弹塑性方法(Pushover)通过层间位移角、塑性铰分布等可以对结构的抗震性能进行综合评价,是一种方便有效的抗震分析方法。
The Pushover Analysis method and implementation steps are summarized. Taken one 12-storey building with RC shear wall struc- ture MIDAS software is used. R^ults show Pushover Analysis is a convenient and effective anti-seismic analysis method to realize comprehensive evaluation of structure by inter-story displacement angle, distribution of plastic hinge and parameters.
出处
《山西建筑》
2008年第6期17-18,共2页
Shanxi Architecture