Seismic improvement of RC beam–column joints using hexagonal CFRP bars combined with CFRP sheets-Reference-Cited by-同舟云学术

Seismic improvement of RC beam–column joints using hexagonal CFRP bars combined with CFRP sheets

Published:2013-01 Issue: Volume:95 Page:464-470
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Ha Gee-Joo,Cho Chang-Geun,Kang Hyun-Wook,Feo Luciano

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference22 articles.

1. Study of moving beam plastic hinging zones for earthquake resistant design of R/C buildings;Abdel-Fattah;ACI J,1987

2. ACI-ASCE Committee 352. Recommendations for design of beam–column joints in monolithic reinforced concrete structures. ACI J 1976; 73(7); 375–93.

3. ACI-ASCE Committee 352. Recommendations for design of beam–column joints in monolithic reinforced concrete structures. ACI J 1985; 82(3); 266–83.

4. ACI 318–05/318R-05. Building code requirements for structural concrete (ACI 318–05) and commentary (ACI 318R–05), American Concrete Institute; 2005.

5. Concrete cover rip-off of R/C beams strengthened with FRP composites;Aprile;Compos Part B: Eng,2007

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