Axial–Flexural Interaction in Axially Restrained Beams in Progressive Collapse Column-Removal Scenarios-Reference-Cited by-同舟云学术

Axial–Flexural Interaction in Axially Restrained Beams in Progressive Collapse Column-Removal Scenarios

Published:2023-04 Issue:2 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Deputy Leven T.¹,Alhumaidi Muath Y.²,Story Brett A.³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Southern Methodist Univ., P.O. Box 750340, Dallas, TX 75205.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Southern Methodist Univ., P.O. Box 750340, Dallas, TX 75205.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Southern Methodist Univ., P.O. Box 750340, Dallas, TX 75205 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4215

Reference47 articles.

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2. A consistent Timoshenko hysteretic beam finite element model

3. Static and dynamic tests on steel joints equipped with novel structural details for progressive collapse mitigation

4. Buscemi N. and S. Marjanishvili. 2005. “SDOF model for progressive collapse analysis.” In Proc. 2005 Structures Congress. Reston VA: ASCE.

5. Bi‐directional collapse fragility assessment by DFEM of unreinforced masonry buildings with openings and different confinement configurations