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弯剪型模型下弹性贮液结构的自振特性分析

Free vibration characteristic analysis of the elastic liquid-storage tanks based on the bending shearing model

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【作者】 程选生郑颖人

【Author】 CHENG Xuan-sheng1,2,ZHENG Ying-ren2(1.School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,Gansu,P.R.China; 2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,P.R.China)

【机构】 兰州理工大学土木工程学院后勤工程学院建筑工程系

【摘要】 贮液结构主要用于工业企业贮存清水、污水、石油和化学液体等。为了计算这类结构的地震响应,首先必须知道结构的自振频率和相应的振型。因此,针对无液贮液结构,考虑弯曲变形和剪切变形,推导了振型和频率方程。为方便工程应用,利用MATLAB软件,得到了前三阶振型的计算图表,并对不同高度不同变形理论的自振特性进行了分析。通过数值算例表明了文中结论的正确性,从而为这类结构的自振和地震响应分析奠定了基础。

【Abstract】 Liquid-storage tanks,mostly used to reserve rinsing,sewerage,petroleum and chemistry liquid,are broadly applied in such industry corporations as water-supply and drainage industry,sewerage-disposal industry,petroleum industry,chemistry industry and so on.For the sake of computing preferably earthquake responding of these structures,the characteristics of their free vibration,like frequency of free vibration and corresponding oscillation-mode,have to be known beforehand.Therefore,for the liquid-storage tanks without liquid,the equations about oscillation-mode and frequency based on bending-shearing model are deduced,and at the same time,the calculation tables and chart of former three oscillation-modes are presented by using MATLAB program,and free vibration characteristics using different deformation theory in different heights are analyzed.The correctness of the result is proved by calculation example,and a theory base is provided for analyzing subsequent free vibration and earthquake responding of this type of structure.

【基金】 甘肃省教育厅科技攻关项目(0803-10);兰州理工大学博士基金资助项目(SB04200802),兰州理工大学优秀青年教师培养计划项目(Q200809)
  • 【文献出处】 重庆大学学报 ,Journal of Chongqing University , 编辑部邮箱 ,2011年12期
  • 【分类号】TU311.3
  • 【被引频次】1
  • 【下载频次】72
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