Behavior of square fiber reinforced polymer–high-strength concrete–steel double-skin tubular columns under combined axial compression and reversed-cyclic lateral loading-Reference-Cited by-同舟云学术

Behavior of square fiber reinforced polymer–high-strength concrete–steel double-skin tubular columns under combined axial compression and reversed-cyclic lateral loading

Published:2016-07 Issue: Volume:118 Page:307-319
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Idris Yunita,Ozbakkaloglu Togay^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference44 articles.

1. FRP-confined concrete in circular sections: review and assessment of stress-strain models;Ozbakkaloglu;Eng Struct,2013

2. Experimental performance of RC hollow columns confined with CFRP;Lignola;J Compos Constr ASCE,2007

3. Substandard reinforced concrete members subjected to compression: FRP confining effects;Rousakis;Mater Struct,2008

4. FRP retrofit of low and medium strength circular and rectangular reinforced concrete columns;Ilki;J Mater Civ Eng,2008

5. Comparative behavior of hollow columns confined with FRP composites;Kusumawardaningsih;Compos Struct,2010

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