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隔震大开间密肋复合墙结构地震反应分析
An Analysis of Earthquake Response on Large Bay Multi-ribbed Slab Structure with Base Isolation
【摘要】 在高地震烈度地区,基础隔震技术为解决大开间密肋复合墙结构的抗震安全性提供了方法。利用大开间密肋复合墙结构与基础隔震相结合技术,采用SAP2000分析软件建立了隔震大开间密肋复合墙结构的计算模型,对比分析了大开间密肋复合墙隔震结构与非隔震结构的地震反应机理,验证了隔震大开间密肋复合墙结构在高烈度地震区应用的可行性。
【Abstract】 In high seismic intensity area,base isolation technology provides method for seismic safety of the large bay multi-ribbed composite slab structure.Combining the multi-ribbed composite wall structure system with the base isolation technology,the calculation model is established based on the SAP2000 analysis software.Earthquake response mechanism of the large bay multi-ribbed composite slab structure with base isolation and the structure without base isolation is compared and analyzed.Then the application feasibility of the large bay multi-ribbed composite slab structure in strong earthquake district is verified.
【Key words】 lay baymulti-ribbed slab structure; base isolation; time history analysis;
- 【文献出处】 三明学院学报 ,Journal of Sanming University , 编辑部邮箱 ,2011年02期
- 【分类号】TU352.12
- 【被引频次】1
- 【下载频次】25