A WIM-Based Assessment of Multiple Vehicle Presence Effects on Fatigue Damage of Highway Bridges-Reference-Cited by-同舟云学术

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A WIM-Based Assessment of Multiple Vehicle Presence Effects on Fatigue Damage of Highway Bridges

Published:2024-08 Issue:8 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sjaarda Matthew¹^ORCID,Nussbaumer Alain²^ORCID,Walbridge Scott³^ORCID

Affiliation:

1. Univ. of Waterloo, 200 University Ave., West Waterloo, ON, Canada N2L 3G1. ORCID: .

2. Ecole Polytechnique Fédérale de Lausanne, Lausanne 1015, Switzerland. ORCID: .

3. Univ. of Waterloo, 200 University Ave., West Waterloo, ON, Canada N2L 3G1 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6658

Reference15 articles.

1. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. A review of the fatigue limit for steel bridges under Ontario highway traffic loading

3. Probabilistic Models for Vehicle Interactions in Fatigue Assessment of Bridges

4. Impact of Road Traffic Tendency in Europe on Fatigue Assessment of Bridges

5. CSA (Canadian Standards Association). 2019. Canadian highway bridge design code. CAN/CSA S6-19. Mississauga, ON, Canada: CSA.

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