Overstrength factors of RC bridges supported on single and multi‐column RC piers in Mexico-Reference-Cited by-同舟云学术

Overstrength factors of RC bridges supported on single and multi‐column RC piers in Mexico

Published:2021-08-10 Issue:14 Volume:50 Page:3695-3712
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Sánchez Alma R.¹,Arêde António²^ORCID,Jara Jose M.¹^ORCID,Delgado Pedro²³^ORCID

Affiliation:

1. School of Civil Engineering University of Michoacan Morelia Mexico

2. CONSTRUCT‐LESE Faculty of Engineering (FEUP) University of Porto Porto Portugal

3. proMetheus Instituto Politécnico de Viana do Castelo Rua Escola Industrial e Comercial Nun’Álvares Viana do Castelo Portugal

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3528

Reference32 articles.

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2. Design guidelines for ductility and drift limits;Bertero V;Earthquake Eng Res Cent Rep,1991

3. Overstrength and force reduction factors of multistorey reinforced-concrete buildings

4. Proposal of seismic design spectra for the Federal district;Ordaz;Revista Internacional de Ingeniería de Estructuras,2003

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