The longitudinal track-bridge interaction of ballasted track in railway bridges: Experimental determination of dynamic stiffness and damping characteristics
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference44 articles.
1. Dynamic behaviour of twin single-span ballasted railway viaducts – field measurements and modal identification;Rebelo;Eng Struct,2008
2. Dynamik von Eisenbahnbrücken: Diskrepanz zwischen Messung und Rechnung;Reiterer;Bauingenieur,2019
3. Train-track-bridge dynamic interaction: a state-of-the-art review;Zhai;Veh Syst Dyn,2019
4. Train-bridge interaction – a review and discussion of key model parameters;Arvidsson;Int J Rail Transport,2014
5. Train-track-bridge modelling and review of parameters;Cantero;Struct Infrastruct Eng,2016
Cited by 11 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. Investigation of longitudinal movements of girder ends considering various longitudinal non-linear resistances in railway suspension bridges;Journal of Constructional Steel Research;2024-03
2. Laboratory and numerical investigation on the longitudinal resistance of ballasted railway tracks with steel sleepers;Construction and Building Materials;2023-10
3. Experimental analysis of longitudinal and lateral track‐bridge interaction of the ballasted track in railway bridges;ce/papers;2023-09
4. Dynamic behavior of railway Vehicle-Ballasted track system with unsupported sleepers based on the hybrid DEM-MBD method;Construction and Building Materials;2023-08
5. Numerical Study on the Influence of Coupling Beam Modeling on Structural Accelerations during High-Speed Train Crossings;Applied Sciences;2023-07-28
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