摘要
建立新武汉火车站的空间有限元模型,基于Push-over分析方法分析新武汉火车站在大震作用下的抗震性能,分析结果包括顶点位移和底部剪力,以及结构的薄弱部位。利用分析结果对结构的抗震性能做出评估,评估结果表明结构安全可靠,满足相关规范要求。
Spatial finite element model of the new Wuhan railway station is established.According to the basic theory of push-over analysis,the performance of the structure under the great earthquake is analyzed.The results include top displacement,base shear force and the structural feeble parts.The seismic performance of the structure is evaluated based on the calculation results,which show that the structure is safe enough and meets relevant criterion requirements.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
2010年第10期62-64,共3页
Journal of Wuhan University of Technology
基金
教育部2008年博士点基金(200804970007)
铁道部2007年重大科技攻关项目(A类)
2008年湖北省建设科技计划项目(K200716)
