Time-Dependent Buckling Analysis of Concrete-Filled Steel Tubular Arch with Interval Viscoelastic Effects-Reference-Cited by-同舟云学术

Time-Dependent Buckling Analysis of Concrete-Filled Steel Tubular Arch with Interval Viscoelastic Effects

Published:2017-07 Issue:7 Volume:143 Page:04017055
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Di¹,Gao Wei²,Tangaramvong Sawekchai³

Affiliation:

1. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia (corresponding author).

2. Associate Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

3. Applied Mechanics and Structures Research Unit, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

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.0001782

Reference47 articles.

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2. Random Creep and Shrinkage in Structures: Ampling

3. Stochastic Drying and Creep Effects in Concrete Structures

4. Geometric Nonlinearity and Long-Term Behavior of Crown-Pinned CFST Arches

5. Time-dependent in-plane behaviour and buckling of concrete-filled steel tubular arches

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