Numerical study on upgrading beam-column connections in steel framed buildings for progressive collapse mitigation-Reference-Cited by-同舟云学术

Numerical study on upgrading beam-column connections in steel framed buildings for progressive collapse mitigation

Published:2023-02 Issue: Volume:48 Page:1576-1597
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Alrubaidi Mohammed,Abadel Aref A.^ORCID

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. Experimental and FE study on strengthened steel beam-column joints for progressive collapse robustness under column-loss event;Alrubaidi;Eng Struct,2022

2. Alrubaidi M, Alhammadi SA. Effectiveness of masonry infill walls on steel frames with different beam-column connections under progressive collapse. InStructures 2022 Apr 1 (Vol. 38, pp. 202-224). Elsevier.

3. Investigation of different infill wall effects on performance of steel frames with shear beam-column connections under progressive collapse;Alrubaidi;Latin Am J Solids Struct,2022

4. Investigation of different steel intermediate moment frame connections under column-loss scenario;Alrubaidi;Thin-Walled Struct,2020

5. ANSI/AISC 360-16. Specifications for structural steel buildings. American Institute of Steel Construction, Chicago, IL, USA; 2016.

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