Inelastic Buckling of Reinforcing Bars-Reference-Cited by-同舟云学术

Inelastic Buckling of Reinforcing Bars

Published:2005-02 Issue:2 Volume:131 Page:314-321
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bae Sungjin¹²³,Mieses Alexa M.¹²³,Bayrak Oguzhan¹²³

Affiliation:

1. PhD Candidate, Dept. of Civil Engineering, The Univ. of Texas at Austin, Austin, TX 78712.

2. Former Graduate Student, Dept. of Civil Engineering, The Univ. of Texas at Austin, Austin, TX 78712.

3. Assistant Professor, Phil M. Ferguson Structural Engineering Laboratory, The Univ. of Texas at Austin, Austin, TX 78758.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A2%28314%29

Reference13 articles.

1. Bayrak O. (1999). “Seismic performance of rectilinearly confined high strength concrete columns.” PhD thesis Univ. of Toronto Toronto.

2. Plastic Hinge Analysis

3. Tie requirements for reinforced concrete columns;Bresler B.;ACI J.,1961

4. Brown J. and Kunnath S. K. (2000). “Low cycle fatigue behavior of longitudinal reinforcement in reinforced concrete bridge columns.” Tech. Rep. MCEER-00-0007 State Univ. of New York at Buffalo N.Y.

5. Structural design considerations for high-strength concrete;Collins M. O.;Concr. Int.,1993

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