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首页> 外文期刊>Earthquake and structures: An International journal of earthquake engineering & earthquake effects on structures >Experimental and numerical study on the collapse failure of long-span transmission tower-line systems subjected to extremely severe earthquakes
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Experimental and numerical study on the collapse failure of long-span transmission tower-line systems subjected to extremely severe earthquakes

机译:长期传输塔线系统崩塌失效对极其严重地震的实验和数值研究

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摘要

A long-span transmission tower-line system is indispensable for long-distance electricity transmission across a large river or valley; hence, the failure of this system, especially the collapse of the supporting towers, has serious impacts on power grids. To ensure the safety and reliability of transmission systems, this study experimentally and numerically investigates the collapse failure of a 220 kV long-span transmission tower-line system subjected to severe earthquakes. A 1:20 scale model of a transmission tower-line system is constructed in this research, and shaking table tests are carried out. Furthermore, numerical studies are conducted in ABAQUS by using the Tian-Ma-Qu material model, the results of which are compared with the experimental findings. Good agreement is found between the experimental and numerical results, showing that the numerical simulation based on the Tian-Ma-Qu material model is able to predict the weak points and collapse process of the long-span transmission tower-line system. The failure of diagonal members at weak points constitutes the collapse-inducing factor, and the ultimate capacity and weakest segment vary with different seismic wave excitations. This research can further enrich the database for the seismic performance of long-span transmission tower-line systems.
机译:长跨度传输塔线系统对于大型河流或山谷的远程电力传输是必不可少的;因此,该系统的失败,尤其是支撑塔的崩溃,对电网产生严重影响。为确保传输系统的安全性和可靠性,本研究实验和数值研究了经受严重地震的220 kV长跨度传输塔线系统的崩塌失效。在本研究中构建了一个1:20的传输塔线系统模型,并进行了摇动台测试。此外,使用Tian-MA-Qu材料模型在ABAQUS中进行数值研究,其结果与实验结果进行比较。在实验和数值结果之间发现了良好的一致性,表明基于Tian-MA-Qu材料模型的数值模拟能够预测长跨度传输塔线系统的弱点和塌陷过程。弱点对角线构件的故障构成了崩溃诱导因子,并且最终的容量和最弱的段随不同的地震波激发而变化。该研究可以进一步丰富数据库,以实现长跨度传输塔线系统的地震性能。

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