Longitudinal seismic mitigation systems of triple-tower suspension bridge with elastic-plastic central buckle
Civil Engineering|更新时间:2025-11-05
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Longitudinal seismic mitigation systems of triple-tower suspension bridge with elastic-plastic central buckle
“In the field of bridge seismic resistance, experts have established a seismic response model for three tower suspension bridges, explored elastic cables and elastic-plastic central buckle seismic reduction systems, and effectively improved the seismic performance of bridges.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 5, Pages: 229-236(2025)
作者机构:
1.招商局重庆交通科研设计院有限公司 桥梁工程结构动力学国家重点实验室,重庆 400067
2.成都理工大学 环境与土木工程学院,成都 610059
3.重庆大学 土木工程学院,重庆 400045
4.中国公路工程咨询集团有限公司,北京 100089
作者简介:
LYU Long (1986- ), PhD, associate professor, main research interest: bridge seismic, E-mail: longl@cdut.edu.cn.
基金信息:
National Natural Science Foundation of China(52108113;12032008);Fund of State Key Laboratory of Bridge Engineering Structural Dynamics, Key Laboratory of Bridge Earthquake Resistance Technology, Ministry of Communications, PRC(202204);Special Funding for Chongqing Postdoctoral Research Project(2022CQBSHTB2014)
LYU Long,TANG Guangwu,YU Deen.Longitudinal seismic mitigation systems of triple-tower suspension bridge with elastic-plastic central buckle[J].Journal of Civil and Environmental Engineering,2025,47(05):229-236.
LYU Long,TANG Guangwu,YU Deen.Longitudinal seismic mitigation systems of triple-tower suspension bridge with elastic-plastic central buckle[J].Journal of Civil and Environmental Engineering,2025,47(05):229-236. DOI: 10.11835/j.issn.2096-6717.2024.050.
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