Optimization of the seismic response of bridges using variable‐width joints-Reference-Cited by-同舟云学术

Optimization of the seismic response of bridges using variable‐width joints

Published:2022-10-14 Issue:1 Volume:52 Page:111-127
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Mikes Ioannis G.¹²^ORCID,Kappos Andreas J.¹^ORCID

Affiliation:

1. Department of Civil Infrastructure and Environmental Engineering Khalifa University Abu Dhabi UAE

2. Department of Civil Engineering University of London London UK

Funder

Khalifa University of Science, Technology and Research

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.3751

Reference25 articles.

1. CEN (Comité Européen de Normalisation).Eurocode 8: Design of structures for earthquake resistance ‐ Part 2: Bridges (EN 1998‐2:2005 + A2:2011).CEN Brussels;2012.

2. Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method

3. Deformation‐based design of seismically isolated bridges;Gkatzogias KI;Earthquake Eng Struct Dyn.,2022

4. Probabilistic performance-based optimum design of seismic isolation for a California high-speed rail prototype bridge

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