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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

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【作者】 王建强姚谦峰

【Author】 WANG Jian-qiang~1,YAO Qian-feng~2(1.College of Civil Engineering of Zhengzhou University,Zhengzhou 450002,China;2.College of Civil Engineering of Xi’an University of Architecture & Technology,Xi’an 710055,China)

【机构】 郑州大学土木工程学院西安建筑科技大学土木工程学院 河南郑州450002陕西西安710055

【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
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