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四回路钢管角钢组合塔的风振响应时程统计分析

张晓磊 鞠彦忠

结构工程师Issue(5):124-129,6.
结构工程师Issue(5):124-129,6.

四回路钢管角钢组合塔的风振响应时程统计分析

Statistical Analysis of Wind-induced Vibration Response on a Four Circuit Tower Consisted of Steel Tubes and Steel Angles

张晓磊 1鞠彦忠2

作者信息

  • 1. 东北电力大学输变电技术学院,吉林132012
  • 2. 东北电力大学建筑工程学院,吉林132012
  • 折叠

摘要

Abstract

In order to improve the accuracy of the results of dynamic analysis , dynamic response analysis should be performed multiple times and get statistical results .In the engineering background of a tower consis-ted of steel tubes and angel steels , the finite element model of transmission towers is set up .Kaimal spectrum is used for numerical simulation of wind velocity time history .With 90°direction angle under different sample length and different sample number , the wind dynamic response is analyzed .the statistical results show that the result of sample is not accurate , when the sample length is 600 s, the sample number is 10, the result er-ror is no more than 3%, which can meet the statistics size and accuracy of the results .The statistics results of displacement are greater than results of average wind from 33% to 47%, are greater than results of standard wind load form 9%to 20%;The statistics results of axial force are greater than results of average wind from 58%to 85%, are greater than results of standard wind load from 33% to 56%.So statistical analysis of dy-namic response of the transmission tower structure should be porformed in order to obtain more accurate re -sults.

关键词

输电线路/钢管组合塔/风荷载/动力响应/统计分析

Key words

transmission lines/combo steel tube tower/wind loads/dynamic response/statistical analysis

引用本文复制引用

张晓磊,鞠彦忠..四回路钢管角钢组合塔的风振响应时程统计分析[J].结构工程师,2014,(5):124-129,6.

结构工程师

OA北大核心CSTPCD

1005-0159

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