Dynamic increase factors for progressive collapse analysis of steel structures considering column buckling-Reference-Cited by-同舟云学术

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Dynamic increase factors for progressive collapse analysis of steel structures considering column buckling

Published:2024-06 Issue: Volume:160 Page:108209
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Possidente Luca^ORCID,Freddi Fabio^ORCID,Tondini Nicola^ORCID

Funder

UKRI

Publisher

Elsevier BV

Reference70 articles.

1. Research and practice on progressive collapse and robustness of building structures in the 21st century;Adam;Eng. Struct.,2018

2. Ronan point apartment tower collapse and its effect on building codes;Pearson;J. Perform. Constr. Facil,2005

3. The Oklahoma City bombing: structure and mechanisms of the Murrah building;Sozen;J. Perform. Constr. Facil,1998

4. Mechanics of progressive collapse: learning from world trade center and building demolitions;Bazant;J. Eng. Mech.,2007

5. A preliminary analysis and discussion of the condominium building collapse in surfside, Florida, US, June 24, 2021;Lu;Front. Struct. Civ. Eng.,2021

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Component tests and numerical simulations of 3D steel frame structures for progressive collapse;Engineering Structures;2024-10

2. Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study;Journal of Constructional Steel Research;2024-07

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