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Considering frictional slippage at saddle-cable interface in seismic behavior of a suspension bridge
Advances in Structural Engineering ( IF 2.6 ) Pub Date : 2020-11-24 , DOI: 10.1177/1369433220974778 Canhui Zhao 1 , Jiahong Duan 1 , Xianzhi Zeng 1 , Kailai Deng 1, 2 , Jia Guo 3 , Shaojun Yang 4 , Qiang Wen 4
Advances in Structural Engineering ( IF 2.6 ) Pub Date : 2020-11-24 , DOI: 10.1177/1369433220974778 Canhui Zhao 1 , Jiahong Duan 1 , Xianzhi Zeng 1 , Kailai Deng 1, 2 , Jia Guo 3 , Shaojun Yang 4 , Qiang Wen 4
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Long-span suspension bridges are widely used in deep valleys, which face severe seismic risk. However, the potential saddle-cable frictional slippage under earthquake excitation as well as its infl...
中文翻译：
考虑悬索桥抗震性能中鞍索界面摩擦滑移
大跨度悬索桥广泛应用于深谷，地震风险大。然而，地震激发下潜在的鞍索摩擦滑移及其影响...
更新日期：2020-11-24
中文翻译：
考虑悬索桥抗震性能中鞍索界面摩擦滑移
大跨度悬索桥广泛应用于深谷，地震风险大。然而，地震激发下潜在的鞍索摩擦滑移及其影响...
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