Influence of the tension leg platform’s design parameters on the dynamic response of a long-span floating suspension bridge under vehicle loading
Civil Engineering|更新时间:2025-11-14
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Influence of the tension leg platform’s design parameters on the dynamic response of a long-span floating suspension bridge under vehicle loading
“The construction scheme of large-span floating suspension bridges has application prospects in high water depth soft soil environments. By adjusting the design parameters of the tension leg foundation, the bridge vibration caused by driving loads can be effectively reduced, and the feasibility and applicability of the scheme can be improved.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 3, Pages: 201-209(2025)
作者机构:
1.西南交通大学 桥梁智能与绿色建造全国重点实验室,成都 611756
2.南昌市城市规划设计研究总院集团有限公司,南昌 330038
作者简介:
BAI Zhiyu (1998- ), main research interest: sea-crossing floating bridges, E-mail:bzy916@my.swjtu.edu.cn.
WEI Kai (corresponding author), PhD, professor, E-mail: kaiwei@home.swjtu.edu.cn.
基金信息:
National Natural Science Foundation of China(52222804;52221002)
BAI Zhiyu,WEI Kai,ZHANG Feng,et al.Influence of the tension leg platform’s design parameters on the dynamic response of a long-span floating suspension bridge under vehicle loading[J].Journal of Civil and Environmental Engineering,2025,47(03):201-209.
BAI Zhiyu,WEI Kai,ZHANG Feng,et al.Influence of the tension leg platform’s design parameters on the dynamic response of a long-span floating suspension bridge under vehicle loading[J].Journal of Civil and Environmental Engineering,2025,47(03):201-209. DOI: 10.11835/j.issn.2096-6717.2024.022.
Influence of the tension leg platform’s design parameters on the dynamic response of a long-span floating suspension bridge under vehicle loading