Behavior of FRP-HSC-Steel Double-Skin Tubular Columns under Cyclic Axial Compression-Reference-Cited by-同舟云学术

Behavior of FRP-HSC-Steel Double-Skin Tubular Columns under Cyclic Axial Compression

Author:

Albitar Mohammad¹,Ozbakkaloglu Togay²,Louk Fanggi Butje Alfonsius¹

Affiliation:

1. Ph.D. Candidate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

Reference35 articles.

2. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composites materials.” D3039-M-08 West Conshohocken PA.

3. Stress-strain behavior of concrete under cyclic loading;Bahn B. Y.;ACI Mater. J.,1998

4. Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes;Fam A. Z.;ACI Struct. J.,2001

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