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长短腿猫头直线塔的自振特性及静力分析
引用本文:贾玉琢,贤鹏,黄依宁. 长短腿猫头直线塔的自振特性及静力分析[J]. 钢结构, 2008, 23(10): 45-48
作者姓名:贾玉琢  贤鹏  黄依宁
作者单位:东北电力大学,建筑工程学院,吉林,132012;东北电力大学,建筑工程学院,吉林,132012;东北电力大学,建筑工程学院,吉林,132012
摘    要:采用ANSYS和MATLAB软件,对长短腿猫头直线塔与等长腿猫头直线塔在大风工况下的静力和自振特性进行分析。自振特性分析表明:长短腿铁塔的塔腿高差对结构纵向和横向的前几阶振型影响很大。静力计算结果表明:背风面长腿塔柱轴力随塔腿高差的增大而减少,背风面短腿塔柱轴力随塔腿高差的增大而增大;纵向总位移随着塔腿高差的增大而减小,横向位移则相反;底部第一、第二横隔面斜杆对长短腿产生的支座高差非常敏感。

关 键 词:长短腿猫头直线塔  ANSYS  静力分析  自振特性分析

SELF-VIBRATION CHARACTERISTIC AND STATIC ANALYSIS OF LINEAR TOWERS WITH UNEQUAL LEGS
Jia Yuzhuo,Xian Peng,Huang Yining. SELF-VIBRATION CHARACTERISTIC AND STATIC ANALYSIS OF LINEAR TOWERS WITH UNEQUAL LEGS[J]. Steel Construction, 2008, 23(10): 45-48
Authors:Jia Yuzhuo  Xian Peng  Huang Yining
Affiliation:Jia Yuzhuo Xian Peng Huang Yining (College of Architecture , Civil Engineering,Northeast Dianli University Jilin 132012)
Abstract:Compared with each other and based on finite element analysis with ANSYS and MATLAB,it is analyzed that the self-vibration characteristics and static forces of linear towers with different kinds of incremental legs under the largest wind load.The self-vibration characteristic analysis shows that the leg's increment of linear towers with unequal legs has a greater effect on the structural longitudinal and lateral vibration of the modes of the first few orders.The results of static analysis indicate that the ...
Keywords:ANSYS
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