Geometric Nonlinearity and Long-Term Behavior of Crown-Pinned CFST Arches-Reference-Cited by-同舟云学术

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

Published:2015-08 Issue:8 Volume:141 Page:04014190
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bradford Mark Andrew¹,Pi Yong-Lin²

Affiliation:

1. Scientia Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales (UNSW), NSW 2052, Australia.

2. Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales (UNSW), NSW 2052, Australia (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.0001163

Reference14 articles.

1. American Concrete Institute (ACI). (1982). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI Committee 209 Detroit.

2. ANSYS Multiphysics 13.0 [Computer software]. Canonsberg PA Ansys Inc.

3. Bradford M. A. and Gilbert R. I. (2006). “Non-linear in-plane behaviour and buckling of concrete-filled steel shallow arches.” 11th Int. Symp. on Tubular Structures CRC Press/Balkema Leiden Netherlands 433–438.

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

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