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Effect of R, µ and T on the Fragility Curves for Two Spans Reinforced Concrete Highway Bridges Cover

Effect of R, µ and T on the Fragility Curves for Two Spans Reinforced Concrete Highway Bridges

Journal of Applied Engineering Sciences
Volume 9 (2019): Issue 2 (December 2019)
By: F. Karimi,  A. Ranjbaran and  P. Amirian  
Open Access
|Dec 2019

Authors

F. Karimi

f.karimi@shirazu.ac.ir

Shiraz University, Department of Civil and Environmental Engineering, Shiraz

A. Ranjbaran

ranjbarn@shirazu.ac.ir

Shiraz University, Department of Civil and Environmental Engineering, Shiraz

P. Amirian

pamirian@shirazu.ac.ir

Shiraz University, Department of Civil and Environmental Engineering, Shiraz
DOI: https://doi.org/10.2478/jaes-2019-0020 | Journal eISSN: 2284-7197
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Language: English
Page range: 145 - 154
Submitted on: Jul 11, 2019
Accepted on: Aug 31, 2019
Published on: Dec 21, 2019
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Bridge,
Fragility,
Force reduction factor,
Path method,
Opensees
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other,
Electrical engineering,
Energy engineering,
Geosciences,
Geodesy,
Geosciences, other

© 2019 F. Karimi, A. Ranjbaran, P. Amirian, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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