Effect of Confinement on the Axial Load Response of Ultrahigh-Strength Concrete Columns-Reference-Cited by-同舟云学术

Effect of Confinement on the Axial Load Response of Ultrahigh-Strength Concrete Columns

Published:2015-06 Issue:6 Volume:141 Page:04014151
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shin H. O.¹,Yoon Y. S.²,Cook W. D.³,Mitchell D.⁴

Affiliation:

1. Doctoral Candidate, School of Civil, Environmental and Architectural Engineering, Korea Univ., Anam-dong, Seongbuk-gu, Seoul 136-713, Korea.

2. Professor, School of Civil, Environmental and Architectural Engineering, Korea Univ., Anam-dong, Seongbuk-gu, Seoul 136-713, Korea (corresponding author).

3. Research Associate, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 0C3.

4. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 0C3.

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.0001106

Reference26 articles.

1. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete ACI 318-11 and commentary.” ACI 318-11 Farmington Hills MI.

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

3. Structural design considerations for high-strength concrete;Collins M. P.;Concrete Int.,1993

4. High‐Strength Concrete Columns Confined by Rectangular Ties

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

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