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 …

[HTML][HTML] Corner-column failure scenarios in building structures: Current knowledge and future prospects

N Makoond, G Shahnazi, M Buitrago, JM Adam - Structures, 2023 - Elsevier
Over the past few decades, increasing awareness of the need for more resilient
infrastructure has led to a great increase in the amount of research being performed on the …

Improving structural robustness of steel frame buildings by enhancing floor deck connections

J Wang, K Ke, MCH Yam, M Teng, W Wang - Journal of Constructional …, 2023 - Elsevier
In current composite floors, the strength of the deck connections restraining the profiled steel
decks to the floor beams or to the neighboring steel decks are much weaker compared with …

Dynamic performance of a real-scale reinforced concrete building test under a corner-column failure scenario

JM Adam, M Buitrago, E Bertolesi, J Sagaseta… - Engineering …, 2020 - Elsevier
The topic of robustness and progressive collapse of structures has attracted significant
attention within the field of structural engineering recently. This is reflected by the rise in the …

Progressive collapse analysis of corner-supported composite modular buildings

J Peng, C Hou, L Shen - Journal of Building Engineering, 2022 - Elsevier
In this study, the alternate load path analysis is carried out to investigate the progressive
collapse resistance of multi-storey modular buildings constructed using corner-supported …

Progressive collapse of steel moment-resisting frame subjected to loss of interior column: Experimental tests

H Li, X Cai, L Zhang, B Zhang, W Wang - Engineering Structures, 2017 - Elsevier
A static push-down analysis is conducted experimentally using a 1/3 scale one-story bare
steel moment frame substructure in this study. The objectives of this test include:(1) …

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 …

Component tests and numerical simulations of 3D steel frame structures for progressive collapse

LM Ren, JYR Liew, K Chen, B Yang - Engineering Structures, 2024 - Elsevier
This paper presents a comprehensive study on three-dimensional steel frame structures
subjected to progressive collapse, drawing insights from a full-scale steel frame substructure …

Steel-concrete frames under the column loss scenario: An experimental study

R Zandonini, N Baldassino, F Freddi… - Journal of Constructional …, 2019 - Elsevier
Accidental events, such as impact loading or explosions, are rare events with a very low
probability of occurrence. However, their effects often lead to very high human losses and …

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

G Bregoli, G Vasdravellis, TL Karavasilis… - Engineering …, 2021 - Elsevier
This paper presents static and dynamic tests on nominally-pinned steel joints equipped with
novel structural details for progressive collapse mitigation. The proposed structural details …