Critical Buckling Strains in Thick Cold-Formed Circular-Hollow Sections under Cyclic Loading-Reference-Cited by-同舟云学术

Critical Buckling Strains in Thick Cold-Formed Circular-Hollow Sections under Cyclic Loading

Published:2020-09 Issue:9 Volume:146 Page:04020179
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sadowski Adam Jan¹^ORCID,Wong Wei Jun²,Li Sai Chung Simon²,Málaga-Chuquitaype Christian³^ORCID,Pachakis Dimitris⁴^ORCID

Affiliation:

1. Senior Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK (corresponding author). ORCID: .

2. M.Eng. Graduate, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK.

3. Senior Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK. ORCID:

4. Technical Director, Marine and Foundations, COWI UK Ltd., Bevis Marks House, 24 Bevis Marks, London EC3A 7JB, UK. ORCID:

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.0002747

Reference31 articles.

1. Bouwkamp J. G. 1975. “Buckling and post-buckling strength of circular tubular sections.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.

2. Brown N. K. M. J. Kowalsky and J. M. Nau. 2014. “Impact of diameter to thickness ratio on the seismic behaviour of reinforced-concrete filled steel tubes.” In Proc. 10th US National Conf. on Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.

3. Time-independent constitutive theories for cyclic plasticity

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