A Method for Using Transformed Track Deflection Data to Assess Dynamic Forces at Railway Track Stiffness Transitions-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

A Method for Using Transformed Track Deflection Data to Assess Dynamic Forces at Railway Track Stiffness Transitions

Published:2023-01-24 Issue:1 Volume:11 Page:110-131
ISSN:2196-7202
Container-title:Transportation Infrastructure Geotechnology
language:en
Short-container-title:Transp. Infrastruct. Geotech.

Author:

Palese Joseph W.^ORCID

Funder

University Transportation Centers

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40515-023-00274-6.pdf

Reference37 articles.

1. Alzabeebee, S.: Numerical assessment of the critical velocity of a ballasted railway track. Innov. Infrastruct. Solut. 7(5), 1–9 (2022a)

2. Alzabeebee, S.: Calibration of a finite element model to predict the dynamic response of a railway track bed subjected to low- and high-speed moving train loads. Transp. Infrastruct. Geotech. (2022b). https://doi.org/10.1007/s40515-022-00231-9

3. Alzabeebee, S., Hadi, M.A., Suraparb, K.: Influence of interference of moving trains on the settlement and critical velocity of ballastless railway track. Innov. Infrastruct. Solut. 8, 13 (2023). https://doi.org/10.1007/s41062-022-00991-w

4. Battista, B.M., Knapp, C.C., Mcgee, T., Goebel, V.: Application of the empirical mode decomposition and Hilbert-Huang transform to seismic reflection data. Geophysics. 72, H29–H37 (2007). https://doi.org/10.1190/1.2437700

5. Bian, X., Jiang, H., Cheng, C., Chen, Y., Chen, R., Jiang, J.: Full-scale model testing on a ballastless high-speed railway under simulated train moving loads. Soil Dyn. Earthq. Eng. 66, 368–384 (2014)

Cited by 2 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. Ballast Settlement Accumulation in Zones with Unsupported Sleepers;Transportation Infrastructure Geotechnology;2024-04-15

2. Wavelet-based neural network model for track stiffness signal detection;International Journal of Wavelets, Multiresolution and Information Processing;2023-11-18

同舟云学术

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