A simple finite element to consider the non-linear influence of the ballast on vibrations of railway bridges
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference12 articles.
1. Dynamic behaviour of twin single-span ballasted railway viaducts-field measurements and modal identification;Rebelo;Eng Struct,2008
2. The application of the continuous wavelet transform on the free vibrations of a steel–concrete composite railway bridge;Ülker-Kaustell;Eng Struct,2011
3. A substructure approach for the dynamic analysis of train–track–bridge system;Biondi;Comput Struct,2005
4. Influence of ballast models in the dynamic response of railway viaducts;Rigueiro;J Sound Vib,2010
5. Steady state response and riding comfort of trains moving over a series of simply supported bridges;Wu;Eng Struct,2003
Cited by 30 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. Combined effect of track-bridge interaction on the dynamic response of a simply supported railway bridge;Structures;2024-10
2. Study on the dynamic response characteristics of lining structures in large-section tunnel blasting using JH-2 model analysis;Scientific Reports;2024-05-07
3. Study on the Dynamic Response Characteristics of Lining Structures in Large-section Tunnel Blasting Using JH-2 Model Analysis;2023-11-28
4. On the vertical effect of the Non-linear behavior of track–bridge interaction in simply supported railway bridges;International Journal of Non-Linear Mechanics;2023-09
5. A model considering the longitudinal track–bridge interaction in ballasted railway bridges subjected to high-speed trains;Acta Mechanica;2023-05-27
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