Fragility and vulnerability analysis of deteriorating ordinary bridges using simulated ground‐motion sequences-Reference-Cited by-同舟云学术

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Fragility and vulnerability analysis of deteriorating ordinary bridges using simulated ground‐motion sequences

Published:2022-08-29 Issue:13 Volume:51 Page:3215-3240
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Otárola Kenneth¹^ORCID,Fayaz Jawad²³^ORCID,Galasso Carmine¹²^ORCID

Affiliation:

1. Department of Science, Technology, and Society Scuola Universitaria Superiore (IUSS) Pavia Pavia Italy

2. Department of Civil, Environmental, and Geomatic Engineering University College London London UK

3. School of Computing, Engineering, and Digital Technologies Teesside University Teesside UK

Funder

UK Research and Innovation

Global Challenges Research Fund

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3720

Reference90 articles.

1. FayazJ XiangY ZareianF.Performance assessment of bridges under a sequence of seismic excitations. In:PapadrakakisM FragiadakisM eds.7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN). Vol2.Eccomas Proceedia;2019:2661‐2676. doi:10.7712/120119.7101.19241

2. Seismic Damage Accumulation in Highway Bridges in Earthquake-Prone Regions

3. A Markov chain-based model for structural vulnerability assessmentof corrosion-damaged reinforced concrete bridges

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