Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges-Reference-Cited by-同舟云学术

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Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges

Published:2024-06 Issue:6 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kurian Babu¹^ORCID,Menon Devdas²,Bhanu Kannan C.³^ORCID

Affiliation:

1. Professor, Muthoot Institute of Technology and Science, Ernakulam 682308, Kerala, India (corresponding author). ORCID: .

2. Professor, Indian Institute of Technology Madras, Chennai 600036, India.

3. Assistant Professor, Muthoot Institute of Technology and Science, Ernakulam 682308, Kerala, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6456

Reference26 articles.

1. A comparison of computational methods to predict the progressive collapse behaviour of a damaged box girder

2. Behaviour of concrete beams under torsion: NSC plain and hollow beams

3. Torsional Analysis of Multicell Concrete Box Girders Strengthened with CFRP Using a Modified Softened Truss Model

4. Investigations in twin-cell box girder bridges subjected to combined effects of bending and torsion;Chithra J.;Innov. Infrastruct. Solut.,2022

5. Bending, torsion and distortion of prestressed concrete box beams of deformable cross-section: A comparison of experimental and theoretical results;Danesi R. F.;Proc. Inst. Civ. Eng.,1982

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