Behavior of Circularized Hollow RC Columns under Different Loading Conditions-Reference-Cited by-同舟云学术

Behavior of Circularized Hollow RC Columns under Different Loading Conditions

Published:2017-10 Issue:5 Volume:21 Page:04017025
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hadi Muhammad N. S.¹,Jameel Mohammed T.²,Sheikh M. Neaz³

Affiliation:

1. Associate Professor in Structural Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

2. Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

3. Senior Lecturer in Structural Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000808

Reference35 articles.

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4. Effects of confinement level, cross-section shape and corner radius on the cyclic behavior of CFRCM confined concrete columns

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

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