...
首页> 外文期刊>Engineering failure analysis >Structural failure analysis of a river-crossing transmission line impacted by the super typhoon Rammasun
【24h】

Structural failure analysis of a river-crossing transmission line impacted by the super typhoon Rammasun

机译:超大台风冲击河流交叉传输线的结构故障分析

获取原文
获取原文并翻译 | 示例
           

摘要

Steel lattice towers are commonly used as supporting structures for overhead transmission lines. Extreme wind conditions like typhoons can cause significant damage on those steel towers and consequently jeopardize the safe operation of transmission lines. In the line sections where a river crossing is unavoidable, the steel lattice towers are designed to be much taller and stronger than regular towers owing to safety and operation considerations. In previous typhoon events in Hainan Province of China, none of the installed river-crossing towers have collapsed or experienced significant damages, except in the aftermath of super typhoon Rammasun in 2014, when two 95-m tall river-crossing suspension towers collapsed. This paper presents the structural failure analysis of these two collapsed lattice steel transmission towers: The improved genetic algorithm (IGA) was applied to solve the typhoon wind field model for improved resolution of wind records measured during the Rammasun event and based on of 10-min average wind speeds. The IGA used the field measurement data to generate time-varying typhoon key parameters that lead to a more accurate prediction of the wind field than the conventional method. Then a systematic procedure was developed to investigate the failure mechanism of steel lattice towers under fluctuating wind loads combined with rain loads with consideration of the aerodynamic characteristics of the transmission tower-line system. The results show that the root-cause of the structural failure of the two transmission towers was overstressing of the tower main leg members in the second panel above the ground. Based on the numerical simulation of typhoon wind loads and the structural failure analysis procedure applied in this study, a general reinforcement method of river-crossing towers is proposed and the implementation of a typhoon warning method is recommended to identify the potential risks in transmission lines and formulate corresponding typhoon emergency plans to reduce the losses caused by typhoons.
机译:钢晶格塔通常用作支撑结构,用于架空传输线。像台风这样的极端风力条件可能对那些钢塔造成重大损害,从而危及传输线的安全操作。在河流交叉不可避免的线路部分中,由于安全性和操作考虑,钢材塔设计成比常规塔更高,更强大。在以前的中国海南省台风活动中,除了2014年超级台风境外的后果之外,所有安装的河流过度塔都没有崩溃或经历过重大损害赔偿。本文介绍了这两个折叠晶格钢传动塔的结构故障分析:应用改进的遗传算法(IgA)解决了仓库事件期间测量的风记录的改进分辨率的台风风场模型,并基于10分钟平均风速。 IGA使用现场测量数据来生成时变的台风密钥参数,这导致了比传统方法更精确地预测风场。然后开发了一种系统的程序来研究钢晶格塔在波动风荷载下的故障机制与雨量负荷相结合,考虑到传输塔线系统的空气动力学特性。结果表明,两个传动塔的结构失效的根本原因在地面上方的第二面板中的塔主腿部构件的过度值。基于台风风力载荷的数值模拟和本研究应用的结构故障分析程序,提出了一种河流交叉塔的一般增强方法,建议使用台风警告方法来识别输电线路的潜在风险制定相应的台风紧急计划,以减少台风造成的损失。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号