Integrated framework for seismic fragility assessment of cable-stayed bridges using deep learning neural networks
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s11431-022-2245-1.pdf
Reference56 articles.
1. Lin K, Xu Y, Lu X, et al. Collapse prognosis of a long-span cable-stayed bridge based on shake table test and nonlinear model updating. Earthq Eng Struct Dyn, 2021, 50: 455–474
2. Shen Y, Li Y, Xu W, et al. Evaluation of seismic-induced impact interaction between a cable-stayed bridge and its approach spans using a simplified analysis model. J Earthquake Eng, 2022, 26: 3343–3363
3. Li C, Liu Y, Li H N. Fragility assessment and optimum design of a steel-concrete frame structure with hybrid energy-dissipated devices under multi-hazards of earthquake and wind. Eng Struct, 2021, 245: 112878
4. Pang Y, Wu X, Shen G, et al. Seismic fragility analysis of cable-stayed bridges considering different sources of uncertainties. J Bridge Eng, 2014, 19: 04013015
5. Li C, Li H N, Hao H, et al. Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites. Eng Struct, 2018, 165: 441–456
Cited by 8 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Experimental study on a cable-stayed bridge isolated with the combination of elastoplastic cables and fluid viscous dampers in the transverse direction;Engineering Structures;2024-03
2. Longitudinal seismic displacement analysis of Quasi Seismic Isolation Bridge based on Energy-based Multimodal Pushover Method with and without collision;Soil Dynamics and Earthquake Engineering;2024-02
3. Shake table test and numerical model update for a viscous damper isolated cable-stayed bridge;Soil Dynamics and Earthquake Engineering;2024-01
4. An efficient and accurate fragility approach for seismic performance assessment of structures;Earthquake Engineering and Resilience;2023-12
5. Assessment of train running safety on railway bridges based on velocity-related indices under random near-fault ground motions;Structures;2023-11
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3