Reinforcement Stability and Fracture of Cover Concrete in Reinforced Concrete Members-Reference-Cited by-同舟云学术

Reinforcement Stability and Fracture of Cover Concrete in Reinforced Concrete Members

Published:2002-10 Issue:10 Volume:128 Page:1253-1262
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; formerly, Graduate Student, Univ. of Tokyo.

2. Professor, Dept. 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%3A10%281253%29

Reference16 articles.

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2. Dhakal R. P. (2000). “Enhanced fiber model in highly inelastic range and seismic performance assessment of reinforced concrete.” Doctoral Dissertation. Dept. of Civil Engineering Univ. of Tokyo Japan.

3. Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling

4. Three-dimensional modeling of reinforced concrete with multi-directional cracking.;Hauke B.;J. Mater. Concr. Struct. Pavements, JSCE,1999

5. Three-dimensional analysis of strength and deformation of confined concrete columns.;Irawan P.;Concr. Library Int.,1994

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