Experimental study on RC T-section beams with an FRP-strengthened web opening-Reference-Cited by-同舟云学术

Experimental study on RC T-section beams with an FRP-strengthened web opening

Published:2018-02 Issue: Volume:185 Page:273-285
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Nie X.F.,Zhang S.S.,Teng J.G.,Chen G.M.

Funder

Research Grants Council of the Hong Kong Special Administrative Region

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference50 articles.

1. Teng JG, Zhang SS, Jing DH, Nie XF, Chen GM. Seismic retrofit of RC frames through beam-end weakening in conjunction with FRP strengthening, Proceedings of the 4th Asia-Pacific Conference on FRP in Structures (APFIS 2013); 2013: 1–8.

2. Seismic evaluation and retrofit of concrete buildings;ATC-40,1996

3. Code for seismic design of buildings;GB-50011,2008

4. Analysis of the damage mechanism of a typical RC frame in Wenchuan earthquake;Lin;Chin Civ Eng J,2009

5. Building code requirements for structural concrete and commentary (ACI 318-83);ACI-318,1983

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