Effects of Confinement in Circular Hollow Concrete Columns-Reference-Cited by-同舟云学术

Effects of Confinement in Circular Hollow Concrete Columns

Published:2018-09 Issue:9 Volume:144 Page:04018159
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liang Xiao¹,Sritharan Sri²

Affiliation:

1. Assistant Professor, School of Civil Engineering, Tianjin Chengjian Univ., Tianjin 300384, China; formerly, Graduate Student, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010.

2. Wilkinson Chair Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010 (corresponding author).

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.0002151

Reference20 articles.

1. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements

2. Stress-Strain Model for Confined Reinforced Concrete in Bridge Piers

3. Hoshikuma J. and M. J. N. Priestley. 2000. “Flexural behavior of circular hollow columns with a single layer of reinforcement under seismic loading.” In Proc. Structural Systems Research Project. San Diego: Univ. of California.

4. Identification of parameters of concrete damage plasticity constitutive model;Jankowiak T.;Found. Civ. Environ. Eng.,2005

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