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考虑行波效应的输电塔线耦联体系地震响应分析
吴秀峰,庞继磊,邓金鑫
摘 要

 

(辽宁工程技术大学建筑工程学院, 阜新 123000

摘要]针对地震作用中输电塔线动力响应分析存在的问题,利用ANSYS有限元软件进行地震波模拟分析。考虑地震行波效应和塔线相互影响,对三塔两线塔线耦联体系进行在典型地震的多点激励下的分析,发现该体系的位移、加速度峰值都比一致激励下的大,且该响应沿着塔高方向越发明显。因此,在进行输电塔线耦联体系抗震设计时,应给予足够重视。

关键词]塔线耦联体系; 地震响应; 行波效应; 多点激励

中图分类号:TU352.1       文献标识码:A       文章编号:1002-848X(2014)09-0057-03

Seismic response analysis on transmission tower-wire coupled system under the excitation of traveling waves

Wu Xiufeng, Pang Jilei, Deng Jinxin

 (Institute of Architecture and Civil Engineering, Liaoning Technical University, Fuxin 123000, China)

Abstract: In view of the problems existing in the transmission tower-wire dynamic response analysis under seismic action, the seismic wave simulation analysis was carried out by ANSYS finite element software. Considering the influence between seismic traveling wave effect and the tower-wire, three-tower two-wire coupled system suffered multi-point incentive under typical earthquake was analyzed, the results show that the displacement and the peak acceleration value of the system is larger than that suffered the consistent incentive, and the response is more obvious along the tower height direction. So the earthquake resistant design for the transmission tower-wire coupled system should be paid enough attention.

Keywords: tower-wire coupled system; seismic response; traveling wave effect; multi-point incenive

作者简介:吴秀峰,硕士,副教授,Emailwxf19760825@163.com

参考文献

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