Analysis of Dynamic Response of Ballasted Rail Track Under a Moving Load to Determine the Critical Speed of Motion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Microbiology (medical),Immunology,Immunology and Allergy
Link
https://link.springer.com/content/pdf/10.1007/s42417-022-00741-3.pdf
Reference29 articles.
1. Mallik AK, Chandra Sarvesh, Singh Avinash B (2006) Steady-state response of an elastically supported infinite beam to a moving load. J Sound Vib 291(3–5):1148–1169. https://doi.org/10.1016/j.jsv.2005.07.031
2. Feng H (2011) 3d-models of railway track for dynamic analysis. Master’s thesis, KTH Sweden, KTH Sweden. URL http://www.diva-portal.org/smash/get/diva2:467217/FULLTEXT01.pdf
3. Krylov VV, Dawson AR, Heelis ME, Collop AC (2000) Rail movement and ground waves caused by high-speed trains approaching track-soil critical velocities. Proc Instit Mech Eng, Part F: J Rail Rapid Transit 214(2):107–116. https://doi.org/10.1243/0954409001531379
4. Dimitrovová Z, Varandas JN (2009) Critical velocity of a load moving on a beam with a sudden change of foundation stiffness: Applications to high-speed trains. Comput Struct 87(19–20):1224–1232. https://doi.org/10.1016/j.compstruc.2008.12.005
5. Diego F, Egidio R, Fernando M.F. Sim oes, and António Pinto Da Costa (2018) Dynamics of a beam on a bilinear elastic foundation under harmonic moving load. Acta Mech, 229 (10): 4141–4165. https://doi.org/10.1007/s00707-018-2213-4
Cited by 4 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. A comparative study of geosynthetically reinforced earth foundations in multi-utility transportation infrastructure for high-speed railways;Frontiers in Built Environment;2023-11-22
2. Impacts of Complex Fields and Surface Energy on Forced and Free Vibrations of Rayleigh Nanobeams Under a Traveling Load;Journal of Vibration Engineering & Technologies;2023-10-13
3. A multi-GPU parallel computing method for 3D random vibration of train-track-soil dynamic interaction;Journal of Central South University;2023-05
4. Experimental and Numerical Study on Reinforcement of Foundations Using Micropiles as a Retrofitting Measure;Arabian Journal for Science and Engineering;2022-11-11
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