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通廊转运站异常振动实例分析

Study on abnormal vibration of the corridors transfer station case

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【作者】 王林科陈建李小利

【Author】 Wang Linke,Chen Jian,Li Xiaoli(Department of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China)

【机构】 西安建筑科技大学土木工程学院

【摘要】 通过一个通廊转运站实例结构的建模分析,明确通廊转运站结构建模分析过程中需要考虑的因素,并据此进行结构动力响应分析。结果表明,在通廊转运站结构中,填充墙的刚度对整体结构的抗侧刚度影响较小,可以忽略不计;而压型钢板的蒙皮效应需要考虑在内。研究表明,结构建模时采用合理的假定及简化形式,可以精确地分析结构动力特性及动力响应,为结构的整体分析打下良好的基础。本研究可为该结构的工程应用和理论研究提供参考。

【Abstract】 Through a corridors transfer station case structure modeling analysis,it makes we know what should be taken into consideration in the process of the corridors transfer station modeling analysis.Based on the model,the structural dynamic response analysis can be carried out.The result shows that,in the corridors transfer station,the stiffness of the structure fill wall have little impact on the overall lateral stiffness,its effect can be ignored.But the skinned effect of corrugated steel sheet needs to be taken into consideration.Research shows that accurate analysis results of the structure dynamic properties and dynamic response can be got when structural modeling adopts reasonable assumptions and the simplified forms.And also,the good foundation for the integral structure analysis can be laid.The research can provide a basis for engineering and application theoretical analysis of the structural system.

  • 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2011年S1期
  • 【分类号】TU311.3
  • 【被引频次】1
  • 【下载频次】120
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