Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading-Reference-Cited by-同舟云学术

Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading

Published:2016-10 Issue:10 Volume:21 Page:04016070
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Anumolu Sujith¹,Abdelkarim Omar I.²,ElGawady Mohamed A.³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65401.

2. Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65401.

3. Benavides Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65401 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000923

Reference39 articles.

1. Abdelkarim O. and ElGawady M. (2014a). “Behavior of hybrid FRP-concrete-steel double-skin tubes subjected to cyclic axial compression.” Structures Congress 2014 1002–1013.10.1061/9780784413357.089

2. Analytical and finite-element modeling of FRP-concrete-steel double-skin tubular columns;Abdelkarim O.;J. Bridge Eng.,2014

3. Design of Short Reinforced Concrete Bridge Columns Under Vehicle Collision

4. Abdelkarim O. Gheni A. Anumolu S. and ElGawady M. (2015). “Seismic behavior of hollow-core FRP-concrete-steel bridge columns.” Structures Congress 2015 585–596.10.1061/9780784479117.051

5. Building code requirements for structural concrete (ACI318-11) and commentary;ACI (American Concrete Institute);(318R-11),2014

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