Research and practice on progressive collapse and robustness of building structures in the 21st century

JM Adam, F Parisi, J Sagaseta, X Lu - Engineering Structures, 2018 - Elsevier
Extreme events (ie terrorist attacks, vehicle impacts, explosions, etc.) often cause local
damage to building structures and pose a serious threat when one or more vertical load …

Progressive collapse of framed building structures: Current knowledge and future prospects

F Kiakojouri, V De Biagi, B Chiaia, MR Sheidaii - Engineering Structures, 2020 - Elsevier
This paper reviews the state-of-art in progressive collapse studies on framed building
structures. Such types of failure start with a local damage which extension increases, up to …

Progressive collapse behaviour of steel framed substructures with various beam-column connections

F Wang, J Yang, Z Pan - Engineering Failure Analysis, 2020 - Elsevier
This paper presents experimental efforts in steel framed substructure with bolted flange plate
(BFP) connections subjected to progressive collapse. A simplified modelling approach …

Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario

L Zheng, WD Wang, HW Li - Journal of Constructional Steel Research, 2022 - Elsevier
In this study, static tests of six two-story three-span composite frames with concrete-filled
steel tubular (CFST) column under a penultimate column removal scenario were carried out …

Experimental and FE study on strengthened steel beam-column joints for progressive collapse robustness under column-loss event

M Alrubaidi, H Abbas, H Elsanadedy, T Almusallam… - Engineering …, 2022 - Elsevier
Strengthening of connections in steel framed structures is often required to mitigate the risk
of progressive collapse initiated by column removal event. Steel framed buildings with …

Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario

L Zheng, WD Wang - Journal of Constructional Steel Research, 2022 - Elsevier
Experimental studies are costly for human and financial resources, while numerical
simulation studies can further amplify the conclusions based on experimental results. The …

Influence of various impact scenarios on the dynamic performance of concrete beam-column joints

H Li, W Chen, Z Huang, H Hao, TT Ngo… - International Journal of …, 2022 - Elsevier
This study investigated dynamic performances of concrete beam-column joints under
various impact loading scenarios including impact contact condition (ie, impact directly or via …

Progressive collapse resistance of post-fire cellular beam-column substructures with various web-opening shapes

IMH Alshaikh, AA Abadel, R Tuladhar, AH Alwathaf… - Structures, 2023 - Elsevier
The sudden column loss, which is caused by fire, is a unique illustration of a localized failure
that can eventually lead to the progressive collapse of the entire steel-framed structures. To …

Hysteretic behavior of CFST column-steel beam bolted joints with external reinforcing diaphragm

F Ding, Y Chen, L Wang, Z Pan, C Li, T Yuan… - … of Constructional Steel …, 2021 - Elsevier
In this study, three concrete-filled steel tubular (CFST) column-steel beam bolted joints with
external reinforcing diaphragm were tested under cyclic loading using 1/2 scaled …

Blast-induced progressive collapse of steel moment-resisting frames: Numerical studies and a framework for updating the alternate load path method

F Kiakojouri, MR Sheidaii, V De Biagi, B Chiaia - Engineering Structures, 2021 - Elsevier
Abstract The Alternative Load Path (ALP) method is widely used to assess progressive
collapse resistance of steel framed structures. Code-based ALP is a threat-independent …