Survey on the Role of Beam-Column Connections in the Progressive Collapse Resistance of Steel Frame Buildings

P Stylianidis, J Bellos - Buildings, 2023 - mdpi.com
The behavior of steel frame buildings under progressive collapse conditions depends on a
combination of several parameters, including the interplay between different collapse …

Failure mode discrimination and theoretical prediction method for unequal span bonded prestressed concrete substructures against progressive collapse

T Qu, B Zeng, Z Zhou, L Huang - Engineering Failure Analysis, 2024 - Elsevier
Unequal-span prestressed concrete (USPC) structures have unequal spans on the left and
right sides and are configured with prestressed steel strands on both spans. However …

Tensile Behavior of Bolted-angle Connections at High Temperatures under Progressive Collapse Scenarios

Z Li, YF Zhu, Y Liu, H Zhang, Y Yao - Journal of Building Engineering, 2025 - Elsevier
Prefabricated steel structures with bolted-angle connections are effective in resisting
progressive collapse due to their high load-bearing and rotational capacities. This study …

Performance analysis of novel-top-seat angle and web double-bending-angle connections against progressive collapse

B Meng, C Li, W Zhong, J Wen, Q Du - Journal of Constructional Steel …, 2024 - Elsevier
To enhance the anti-progressive collapse capacity of the conventional top-seat angle and
web double-angle connection (TAWDC), this research proposes a novel top-seat angle and …

[PDF][PDF] Survey on the Role of Beam-Column Connections in the Progressive Collapse Resistance of Steel Frame Buildings. Buildings 2023, 13, 1696

P Stylianidis, J Bellos - 2023 - academia.edu
The behavior of steel frame buildings under progressive collapse conditions depends on a
combination of several parameters, including the interplay between different collapse …