Creep Buckling of Shallow Parabolic Concrete Arches-Reference-Cited by-同舟云学术

Creep Buckling of Shallow Parabolic Concrete Arches

Published:2006-10 Issue:10 Volume:132 Page:1641-1649
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Tao¹²³,Bradford Mark A.¹²³,Ian Gilbert R.¹²³

Affiliation:

1. Research Student, School of Civil and Environmental Engineering, Univ. of New South Wales, UNSW, Sydney, NSW 2052, Australia. E-mail: twang@civeng.unsw.edu.au

2. Scientia Professor and ARC Federation Fellow, School of Civil and Environmental Engineering, Univ. of New South Wales (corresponding author). E-mail: m.bradford@unsw.edu.au

3. Professor and Australian Professorial Fellow, School of Civil and Environmental Engineering, Univ. of New South Wales. E-mail: i.gilbert@unsw.edu.au

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%282006%29132%3A10%281641%29

Reference16 articles.

1. Prediction of concrete creep effects using the age-adjusted effective modulus method;Bažant Z. P.;ACI Struct. J.,1972

2. Creep buckling of reinforced concrete columns;Behan J. E.;J. Struct. Div. ASCE,1982

3. BHP hot rolled and structural steel products. (1998). BHP Co. Pty. Ltd. Melbourne Australia.

4. Shrinkage and creep response of slender reinforced concrete columns under moment gradient: theory and test results

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