Modeling for Postyield Buckling of Reinforcement-Reference-Cited by-同舟云学术

Modeling for Postyield Buckling of Reinforcement

Published:2002-09 Issue:9 Volume:128 Page:1139-1147
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dhakal Rajesh Prasad¹,Maekawa Koichi²

Affiliation:

1. Research Fellow, School of Civil and Structural Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

2. Professor, School of Civil Engineering, Univ. of Tokyo, Hongo 7-3-1, Bunkyo-Ku, Tokyo 113, Japan.

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%282002%29128%3A9%281139%29

Reference11 articles.

1. Comité Euro-International du Béton (CEB) (1996). RC elements under cyclic loading—State-of-the-art report Thomas Telford Paris.

2. Dhakal R. P. and Maekawa K. (2000). “Postpeak cyclic behavior and ductility of reinforced concrete columns.” Modeling of inelastic behavior of RC structures under seismic loads ASCE New York 193–216.

3. Model for Predicting Cyclic Behavior of Reinforcing Steel

4. Mander J. B. Priestley M. J. N. and Park R. (1984). “Seismic design of bridge piers.” Research Rep. No. 84-2 Dept. of Civil Engineering Univ. of Canterbury New Zealand.

5. Effect of tie spacing on inelastic buckling of reinforcing bars.;Mau S. T.;ACI Struct. J.,1990

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