Rigid-Plastic Model for Progressive Collapse Assessment of Composite Beam-Column Connection Subassembly under Internal Column Removal-Reference-Cited by-同舟云学术

Rigid-Plastic Model for Progressive Collapse Assessment of Composite Beam-Column Connection Subassembly under Internal Column Removal

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kong De-Yang¹,Li Shan²,Liew J. Y. Richard³^ORCID

Affiliation:

1. Research Fellow, Dept. Civil and Environmental Engineering, National Univ. of Singapore, E1A-02-16, 1 Engineering Dr. 2, Singapore 117576.

2. Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-02-16, 1 Engineering Dr. 2, Singapore 117576.

3. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-07-03, 1 Engineering Dr. 2, Singapore 117576 (corresponding author). 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

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11842

Reference36 articles.

1. Block F.-M. 2006. “Development of a component-based finite element for steel beam-to-column connections at elevated temperatures.” Ph.D. thesis Dept. of Civil and Structural Engineering Univ. of Sheffield.

2. Chen K. and B. Yang. 2021. “Behaviour of steel frame with composite slab subjected to progressive collapse.” In Proc. 6th Conf. on Progressive Collapse of Building Structures. Hefei China: Hefei Univ. of Technology.

3. Moment-Rotation Curves for Locally Buckling Beams

4. Resistance of steel and composite connections under combined axial force and bending including group effects: Analytical procedures and comparison with laboratory tests

5. Development of a General Component-Based Connection Element for Structural Fire Engineering Analysis