Transition Zones of Steel Bridges as Hotspots for Track Buckling-Reference-Cited by-同舟云学术

Transition Zones of Steel Bridges as Hotspots for Track Buckling

Published:2021-06 Issue:3 Volume:35 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Miri Amin¹^ORCID,Thambiratnam David²,Chan T. H. T.³^ORCID,Weston Bill⁴

Affiliation:

1. Faculty of Science and Engineering, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia (corresponding author). ORCID: .

2. Faculty of Science and Engineering, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia.

3. Faculty of Science and Engineering, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia. ORCID: .

4. Engineering Services, Queensland Rail, Queensland Rail, Townsville, QLD 4810, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001587

Reference54 articles.

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2. Development of a unified railway track stability management tool to enhance track safety

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4. Investigating dynamic amplification factor of railway masonry arch bridges through dynamic load tests

5. Assessment of load carrying capacity enhancement of an open spandrel masonry arch bridge by dynamic load testing;Ataei S.;Int. J. Archit. Heritage,2017

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