WIND DISASTER VULNERABILITY ANALYSIS OF THE TRANSMISSION TOWER BASED ON PROBABILITY RELIABILITY

Fan Cunxin  Ge Yijiao  Xie Liyu

doi:10.13204/j.gyjz201507018

Volume 45 Issue 7

Sep. 2015

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Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010

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Fan Cunxin Ge Yijiao Xie Liyu, . WIND DISASTER VULNERABILITY ANALYSIS OF THE TRANSMISSION TOWER BASED ON PROBABILITY RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 84-88. doi: 10.13204/j.gyjz201507018

Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010

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WIND DISASTER VULNERABILITY ANALYSIS OF THE TRANSMISSION TOWER BASED ON PROBABILITY RELIABILITY

doi: 10.13204/j.gyjz201507018

Fan Cunxin Ge Yijiao Xie Liyu,

Publish Date: 2015-07-20

Abstract

Abstract

In this paper，a wind disaster vulnerability analysis of a cat-head-shaped transmission tower based on probability reliability was presented． The diagrams of the wind disaster vulnerability of the transmission tower in different damage state were drawn． Based on the analysis of the wind disaster vulnerability of the transmission tower in two direction，it is clear that the structural response and the structural bearing capacity follow a log normal distribution． And the tower can easily be damaged by the strong wind．
- wind disaster vulnerability,
- transmission tower,
- structural reliability

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