Drift-based fragility assessment of nonductile reinforced concrete columns failing in shear under cyclic loading-Reference-Cited by-同舟云学术

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Drift-based fragility assessment of nonductile reinforced concrete columns failing in shear under cyclic loading

Published:2024-03 Issue: Volume:302 Page:117378
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ruiz-García Jorge,Ramos-Cruz José M.

Funder

Consejo Nacional de Ciencia y Tecnología

Universidad Michoacana de San Nicolás de Hidalgo

Stanford University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Rehabilitation of shear critical concrete columns by use of rectangular steel jacket;Aboutaha;Acids Struct J,1999

2. Observed damage in public school buildings during the 2017 Mexico earthquakes;Alcocer;Earthq Spectra,2020

3. Shear resisting behavior of short reinforced concrete columns under biaxial bending-shear;Arakawa;Trans Jpn Concr Inst,1989

4. Aslani H., Miranda E. Probabilistic earthquake loss estimation and loss disagreggation in buildings. Report No. 157, The John A. Blume Earthquake Engineering Center, Stanford, CA. 2005.

5. Probability, Statistics, and Decision for Civil Engineers;Benjamin,1970

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