Progressive collapse resistance of unsymmetrical steel sub-structure under a middle column-removal scenario-Reference-Cited by-同舟云学术

Progressive collapse resistance of unsymmetrical steel sub-structure under a middle column-removal scenario

Published:2023-06 Issue: Volume:69 Page:105994
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Yu Peng,Huang Xinheng,Li Hongfei,Nie Yongchao,He Sheng

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. A new dynamic increase factor for nonlinear static alternate path analysis of building frames against progressive collapse;Min;Eng. Struct.,2013

2. Dynamic analyses of bolted-angle steel joints against progressive collapse based on component-based model;Qiuni;J. Constr. Steel Res.,2016

3. Dynamic performance of retrofitted steel beam-column connections subjected to impact loadings;Haitao;J. Constr. Steel Res.,2021

4. Experimental study on the dynamic behavior of steel frames during progressive collapse;Fuzhe;J. Constr. Steel Res.,2020

5. Investigations of nonlinear dynamic performance of top-and-seat with web angle connections subjected to sudden column removal;Chang;Eng. Struct.,2015

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1. Performance analysis of novel-top-seat angle and web double-bending-angle connections against progressive collapse;Journal of Constructional Steel Research;2024-09

2. Failure mode discrimination and theoretical prediction method for unequal span bonded prestressed concrete substructures against progressive collapse;Engineering Failure Analysis;2024-02

3. Survey on the Role of Beam-Column Connections in the Progressive Collapse Resistance of Steel Frame Buildings;Buildings;2023-07-02