Development of Performance-Based Fragility Curves of Coastal Bridges Subjected to Extreme Wave-Induced Loads-Reference-Cited by-同舟云学术

Development of Performance-Based Fragility Curves of Coastal Bridges Subjected to Extreme Wave-Induced Loads

Published:2023-03 Issue:3 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Rahman Jesika¹^ORCID,Billah AHM Muntasir²^ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Calgary, Calgary, AB T2N 1N4, Canada.. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Calgary, Calgary, AB T2N 1N4, Canada (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5899

Reference61 articles.

1. AASHTO (American Association of State Highway and Transportation Official). 2008. Guide specifications for bridges vulnerable to coastal storms. Washington, DC: AASHTO.

2. Reliability of bridges under tsunami hazards: Emphasis on the 2011 Tohoku-oki earthquake;Akiyama M.;Earthquake Spectra,2013

3. Limit state capacities for global performance assessment of bridges exposed to hurricane surge and wave;Ataei N.;Struct. Saf.,2013

4. Probabilistic modeling of bridge deck unseating during hurricane events;Ataei N.;J. Bridge Eng.,2013

5. Response sensitivity for probabilistic damage assessment of coastal bridges under surge and wave loading;Ataei N.;Transp. Res. Rec.,2010

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