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Numerical simulation of fatigue behavior for cable-stayed orthotropic steel deck bridges using mixed-dimensional coupling method

Crossref DOI link: https://doi.org/10.1007/s12205-016-1117-x

Published Print: 2017-09

Update policy: https://doi.org/10.1016/elsevier_cm_policy

Authors

Yan, Fei

Lin, Zhibin

Huang, Ying
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Text and Data Mining valid from 2017-09-01

Text and Data Mining valid from 2017-09-01

Version of Record valid from 2024-08-13
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This article is maintained by: Elsevier

Article Title: Numerical simulation of fatigue behavior for cable-stayed orthotropic steel deck bridges using mixed-dimensional coupling method

Journal Title: KSCE Journal of Civil Engineering

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s12205-016-1117-x

Content Type: article

Copyright: Copyright © 2017 © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2017 published by Elsevier inc. Published by Elsevier Inc.