摘要
以型钢混凝土组合结构为例,采用静力弹塑性方法对遭遇地震后此种结构出现的各种破坏状况做了详细的pushover分析,最后由分析的各种数据表明此结构的抗震性能很好,值得进一步的研究。
In the paper, the steel reinforced concrete structure is taken as example, the detailed pushover analysis is conducted using static elastoplastic analysis for the various destroyed conditions of the structure after earthquake. Finally, the various kind of data by the analysis shows the anti-earthquake＇ s function of the structure is so excellent that is worthy of further study.
出处
《山西建筑》
2014年第30期47-48,共2页
Shanxi Architecture
基金
河北省高等学校科学研究计划项目(项目编号:2011220)
