Modeling and Fragility Analysis of Non-Ductile Reinforced Concrete Buildings in Low-to-Moderate Seismic Zones-Reference-Cited by-同舟云学术

Modeling and Fragility Analysis of Non-Ductile Reinforced Concrete Buildings in Low-to-Moderate Seismic Zones

Published:2012-03-29 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2012
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Author:

Jeon J. S.,DesRoches R.,Brilakis I.,Lowes L. N.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784412367.193

Reference30 articles.

1. ACI Committee 318 (1989). Building code requirements for reinforced concrete (ACI318-89) and commentary (318R-89) American Concrete Institute Detroit MI.

2. ACI Committee 318 (2008). Building code requirements for reinforced concrete (ACI318-08) and commentary American Concrete Institute Farmington Hills MI.

3. Alath S. and Kunnath S. K. (1995). "Modeling inelastic shear deformation in RC beam-column joints." Engineering Mechanics: Proceedings of 10th Conference University of Colorado at Boulder Boulder CO May 21-24 ASCE New York 2 822-825.

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