New Approach for Modeling Confined Concrete. I: Circular Columns-Reference-Cited by-同舟云学术

New Approach for Modeling Confined Concrete. I: Circular Columns

Published:2001-07 Issue:7 Volume:127 Page:743-750
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Assa Beni¹²³,Nishiyama Minehiro¹²³,Watanabe Fumio¹²³

Affiliation:

1. Assoc. Prof., PhD, Dept. of Civ. Engrg., Sam Ratulangi Univ., Manado, Indonesia.

2. Assoc. Prof., PhD, Dept. of Arch. and Arch. Sys., Kyoto Univ., Kyoto, Japan.

3. Prof., PhD, Dept. of Arch. and Arch. Sys., Kyoto Univ., Kyoto, 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%282001%29127%3A7%28743%29

Reference10 articles.

1. New Approach for Modeling Confined Concrete. II: Rectangular Columns

2. High‐Strength Concrete Columns Confined by Rectangular Ties

3. Stress-Strain Model for Confined High-Strength Concrete

4. Fafitis A. and Shah S. P. ( 1985). “Lateral reinforcement for high-strength concrete columns.” ACI Publ. SP-87-12 High-Strength Concrete American Concrete Institute Detroit 213–233.

5. Observed Stress‐Strain Behavior of Confined Concrete

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