Local Buckling Analysis of Longitudinal Reinforcing Bars-Reference-Cited by-同舟云学术

Local Buckling Analysis of Longitudinal Reinforcing Bars

Published:2012-01 Issue:1 Volume:138 Page:62-71
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Urmson Christopher R.¹²,Mander John B.¹²

Affiliation:

1. Structural Engineer, Alan Reay Consultants Ltd., 395 Madras St., Christchurch, New Zealand; formerly, Graduate Assistant Researcher, Zachry Dept. of Civil Engineering, Texas A&M Univ. (corresponding author).

2. Zachry Professor of Design and Construction Integration, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

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%29ST.1943-541X.0000414

Reference27 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Detroit.

2. Inelastic Buckling of Reinforcing Bars

3. Plastic Hinge Analysis

4. Tie requirements for reinforced concrete columns;Bresler B.;J. Am. Concr. Inst.,1961

5. Chang G. A. and Mander J. B. (1994). “Seismic energy based fatigue damage analysis of bridge columns: Part I—Evaluation of seismic capacity.” NCEER Tech. Rep. No. 94-0006 Multidisciplinary Center for Earthquake Engineering Research State Univ. of New York Buffalo NY.

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