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Model experiment on anti-deformation performance of a self-supporting transmission tower in a subsidence area 被引量:3
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作者 Yuan Guanglin Shu Qianjin +3 位作者 Zhang Yunfei Liu Tao Ji Yongsheng Xu Guoan 《International Journal of Mining Science and Technology》 2012年第1期57-61,共5页
A large number of high-voltage power transmission towers have recently been constructed in mining areas prone to subsidence. In order to ensure the safety of the transmission towers and the safe operation of transmiss... A large number of high-voltage power transmission towers have recently been constructed in mining areas prone to subsidence. In order to ensure the safety of the transmission towers and the safe operation of transmission systems, it is imperative to carry out research on the anti-deformation performance of transmission towers. In our study, we performed experiments on the anti-deformation performance of a transmission tower in a subsidence area on a scale model with a geometric scale ratio of 1:5 and analyzed the failure mechanism of the tower members. The results show that, when the axial distance between two supports changes, destabilization failure most likely occurs in the members of the bottom transverse layer because some parts of the main diagonal member bars yield under the action of compression. The failure mechanism of the tower members basically coincides with the lever principle. 展开更多
关键词 Subsidence area Transmission tower anti-deformation performance Similar model EXPERIMENT
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