Analytical Evaluation of Seismic Performance of RC Frames Rehabilitated Using FRP for Increased Ductility of Members-Reference-Cited by-同舟云学术

Analytical Evaluation of Seismic Performance of RC Frames Rehabilitated Using FRP for Increased Ductility of Members

Published:2008-10 Issue:5 Volume:22 Page:276-288
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Galal Khaled¹²,El-Sokkary Hossam¹²

Affiliation:

1. Associate Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, PQ, Canada H3 G 1M8.

2. Graduate Student, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, PQ, Canada H3G 1M8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282008%2922%3A5%28276%29

Reference16 articles.

1. Canadian Standards Association (CSA). (2004). “Design of concrete structures for buildings.” Standard CAN-A23.3-04 CSA Rexdale Ont. Canada.

2. Consiglio Nazionale delle Ricerche (CNR). (2005). “Instructions for design execution and control of strengthening interventions through fiber-reinforced composites.” CNR-DT 200/04 CNR Rome (English version).

3. Federal Emergency Management Agency (FEMA). (1997). “Commentary on the NEHRP Guidelines for the Seismic Rehabilitation of Buildings.” FEMA 273/274 FEMA Washington D.C.

4. Lateral force-displacement ductility relationship of non-ductile squat RC columns rehabilitated using FRP confinement

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