Prediction model for compressive arch action capacity of RC frame structures under column removal scenario using gene expression programming

I Azim, J Yang, MF Javed, MF Iqbal, Z Mahmood… - Structures, 2020 - Elsevier
Compressive arch action (CAA) is one of the important resistance mechanisms against
progressive collapse in reinforced concrete (RC) frame buildings at small deformations. In …

Prediction of catenary action capacity of RC beam-column substructures under a missing column scenario using evolutionary algorithm

I Azim, J Yang, MF Iqbal, Z Mahmood, MF Javed… - KSCE Journal of Civil …, 2021 - Springer
Catenary action plays crucial role in resisting the applied vertical load at large deformations
stage in reinforced concrete (RC) structures. This paper aims to predict the catenary action …

Progressive collapse analysis of precast reinforced concrete beam-column assemblies with different dry connections

Z Zhao, X Cheng, Y Li, M Diao, H Guan, Y An - Engineering Structures, 2023 - Elsevier
Beam-column joints using dry connections usually experience severe damage under large
deformations, causing precast concrete (PC) frames with dry connections to become highly …

Uncertainty analysis on progressive collapse of RC frame structures under dynamic column removal scenarios

K Lin, Z Chen, Y Li, X Lu - Journal of Building Engineering, 2022 - Elsevier
The progressive collapse of structures often causes serious casualties and property loss.
The intrinsic characteristic of progressive collapse is large-scale domino-like structural …

Rational horizontal tying force method for practical robustness design of building structures

BA Izzuddin, J Sio - Engineering Structures, 2022 - Elsevier
This paper presents a rational method for the horizontal tying of multi-storey building
structures aimed at robustness design and the mitigation of progressive collapse. Unlike …

Failure mechanism of steel frames with angle steel-bolted connections exposed to fire under progressive collapse condition

Y Zheng, W Zhong, Y Zhang, Z Tan, SC Duan… - Engineering Failure …, 2024 - Elsevier
Partially restrained connections comprise intricate systems of multiple components, each
exhibiting varying degrees of performance degradation under fire conditions. Consequently …

Rapid visual simulation of the progressive collapse of regular reinforced concrete frame structures based on machine learning and physics engine

S Wang, X Cheng, Y Li, X Song, R Guo, H Zhang… - Engineering …, 2023 - Elsevier
Assessing the collapse region in the progressive collapse of buildings is one of the
important issues in urban planning for disaster recovery. A rapid visual simulation method …

Effect of various boundary constraints on the collapse behavior of multi-story composite frames

Z Tan, W Zhong, B Meng, Y Zheng, S Duan - Journal of Building …, 2022 - Elsevier
Previous studies on the influence of boundary constraints on the structural collapse behavior
have primarily focused on single-story sub-assemblages, and the limited research on multi …

Experimental studies on progressive collapse behavior of RC frame structures: Advances and future needs

WJ Yi, F Yi, Y Zhou - International Journal of Concrete Structures and …, 2021 - Springer
In the recent two decades, the progressive collapse of reinforced concrete (RC) frame
structures attracted unprecedented research interests in the structural engineering …

[HTML][HTML] A conceptual note on the definition of initial failure in progressive collapse scenarios

F Kiakojouri, V De Biagi, M Marchelli, B Chiaia - Structures, 2024 - Elsevier
Progressive collapse can be defined as a cascading phenomenon in which an initial failure
is followed by the collapse of adjoining members which, in turn, is followed by further …