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基础隔震密肋壁板大开间结构地震反应分析
Analysis of dynamic properties on large bay multi-ribbed slab frame structure with base isolated
【摘要】 采用微分型滞回恢复力模型模拟隔震支座的恢复力特性,通过对基础隔震密肋壁板大开间结构动力性能的分析表明,采用隔震技术可以有效降低上部密肋壁板大开间结构的地震反应,使其既达到抗震设防的要求,又满足建筑功能的需要。
【Abstract】 The differential hysteretic restoring force model is used to simulating the characteristic of restoring force of isolation bearings.Through the analysis of dynamic properties on large bay multi-ribbed slab frame structure with base isolated,it is proved that the seismic response of large bay multi-ribbed slab frame structure could be greatly reduced by means of base isolation techniques,so that the superstructure can be achieved the seismic fortification demand and fulfilled the building functional desire.
- 【文献出处】 四川建筑科学研究 ,Building Science Research of Sichuan , 编辑部邮箱 ,2005年04期
- 【分类号】TU352.12
- 【被引频次】11
- 【下载频次】88