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某天气雷达站塔楼结构时程分析
引用本文:陈孝珍,朱宏平,陈传尧.某天气雷达站塔楼结构时程分析[J].华中科技大学学报(自然科学版),2004,32(8):28-30.
作者姓名:陈孝珍  朱宏平  陈传尧
作者单位:华中科技大学,土木工程与力学学院,湖北,武汉,430074;华中科技大学,土木工程与力学学院,湖北,武汉,430074;华中科技大学,土木工程与力学学院,湖北,武汉,430074
基金项目:教育部博士学科点专项基金资助项目 (2 0 0 30 4 870 1 6 )
摘    要:运用通用有限元程序ANSYS对某天气雷达站塔楼结构进行了自振特性分析及地震载荷作用下的时程分析,通过计算得出了雷达站塔楼的前20阶频率、振型,并进一步计算了在地震作用下时程分析的位移及内力,结果表明该结构具有很大的抗侧刚度,且沿高度分布均匀,自振频率满足结构使用要求,验证了结构设计的可靠性,为结构设计提供了可靠的参考数据.

关 键 词:雷达站塔楼  自振频率  振型  时程分析
文章编号:1671-4512(2004)08-0028-03
修稿时间:2003年11月24

Time-history analysis of the tower structure of a weather radar
Chen Xiaozhen Doctoral Candidate, College of Civil Eng. & Mechanics,Huazhong Univ. of Sci. & Tech.,Wuhan ,China. Zhu Hongping Chen Chuanyao.Time-history analysis of the tower structure of a weather radar[J].JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY.NATURE SCIENCE,2004,32(8):28-30.
Authors:Chen Xiaozhen Doctoral Candidate  College of Civil Eng & Mechanics  Huazhong Univ of Sci & Tech  Wuhan  China Zhu Hongping Chen Chuanyao
Institution:Chen Xiaozhen Doctoral Candidate, College of Civil Eng. & Mechanics,Huazhong Univ. of Sci. & Tech.,Wuhan 430074,China. Zhu Hongping Chen Chuanyao
Abstract:The dynamic property of a weather radar tower and time history analysis under earthquake were analyzed by using the finite element program ANSYS. A modal analysis of the tower was conducted and the first 20 frequencies and modal shapes were obtained. The displacements and inner force under the earthquake were calculated. The result showed that the structural stiffness was enough to sustain earthquake load; and the stiffness distributed equally. The first frequencies meet the requirement of structure. These results can provide reliable basis for structural design.
Keywords:radar tower  natural frequency  modal shape  time-history analysis
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