摘要
用Pushover方法对平面不对称钢筋混凝土框架结构进行分析,以评估结构的抗震性能.从两个相反方向加载对该结构进行Pushover分析时,得到的结果存在差异,本文用实例证明了这一点.
Pushover analysis was used to analyse a planar unsymmetrical reinforced concrete structure and estimate it' s aseismatic capability. The results were different if the loads applied on the structure in opposite directions. It was attested by the example.
出处
《华东交通大学学报》
2005年第5期9-11,共3页
Journal of East China Jiaotong University