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contributor authorXing Fu
contributor authorHong-Nan Li
contributor authorJia-Xiang Li
date accessioned2017-12-30T12:59:30Z
date available2017-12-30T12:59:30Z
date issued2018
identifier other%28ASCE%29CF.1943-5509.0001121.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244254
description abstractThis paper estimates the wind-resistance of a lightning-damaged transmission tower. The buckling cause of a tower member under lightning excitation is reexamined through an overall tower model, and the modelling method of the lightning-damaged transmission tower is presented. The static wind-resistance of a transmission tower is estimated with the consideration of initial eccentricity and nonlinear behaviors of material and geometry, and two influencing parameters are discussed. According to the simulation results, the basic wind speed of collapse decreases dramatically due to lightning damage, and the collapse modes of the original and lightning-damaged towers are very different. As a consequence, more attention should be paid to lightning damage of transmission towers.
publisherAmerican Society of Civil Engineers
titleWind-Resistance and Failure Analyses of a Lightning-Damaged Transmission Tower
typeJournal Paper
journal volume32
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001121
page04017127
treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 001
contenttypeFulltext


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