Performance of slabs in reinforced concrete structures to resist progressive collapse

B Pang, F Wang, J Yang, S Nyunn, I Azim - Structures, 2021 - Elsevier
The progressive collapse resistance of reinforced concrete (RC) and precast concrete (PC)
buildings has become a rising concern in recent years. Extensive research has been …

Numerical investigation on load redistribution capacity of flat slab substructures to resist progressive collapse

YH Weng, K Qian, F Fu, Q Fang - Journal of building engineering, 2020 - Elsevier
To study the load redistribution capacity of reinforced concrete (RC) flat slab structures
subjected to a middle column loss scenario, high fidelity finite element (FE) models were …

Experimental study of dynamic progressive collapse in flat-plate buildings subjected to exterior column removal

Z Peng, SL Orton, J Liu, Y Tian - Journal of Structural Engineering, 2017 - ascelibrary.org
This paper documents the findings from a dynamic collapse experiment carried out on a
single-story two-by-two bay reinforced concrete flat-plate substructure. The test specimen …

Experimental study of dynamic progressive collapse in flat-plate buildings subjected to an interior column removal

Z Peng, SL Orton, J Liu, Y Tian - Journal of Structural Engineering, 2018 - ascelibrary.org
The experimental results of dynamically removing an interior column in a single-story, 2-bay-
by-2-bay reinforced concrete flat-plate substructure are presented. The test specimen …

Pre-and post-punching failure performances of flat slab-column joints with drop panels and shear studs

Z Jiao, Y Li, H Guan, M Diao, Z Yang, J Wang… - Engineering Failure …, 2022 - Elsevier
To investigate the pre-and post-punching failure performances of flat slab-column joints with
drop panels and shear studs, static loading tests were conducted on three joint specimens …

[HTML][HTML] Progressive collapse mode induced by slab-column joint failure in RC flat plate substructures: A new perspective

Z Yang, X Guo, Y Li, H Guan, M Diao, J Wang… - Engineering …, 2023 - Elsevier
Majority of progressive collapse incidents of concrete flat plate structures were caused by
slab overloading in the form of punching shear failure at a slab-column joint, which exhibit …

Effects of high temperature on residual punching strength of slab-column connections after cooling and enhanced post-punching load resistance

C Zhang, W Ma, X Liu, Y Tian, SL Orton - Engineering Structures, 2019 - Elsevier
Large-scale experiments were conducted on six isolated slab-column connection
specimens. Each specimen contained a 300 mm square center column and a 150 mm thick …

Post-punching mechanisms of slab–column joints under upward and downward punching actions

M Diao, Y Li, H Guan, X Lu, H Xue… - Magazine of Concrete …, 2021 - icevirtuallibrary.com
Progressive collapse of reinforced concrete flat plate systems can be significantly influenced
by the post-punching performance of their slab–column joints under large deformations. This …

Progressive collapse of flat plate substructures initiated by upward and downward punching shear failures of interior slab–column joints

X Guo, Z Yang, Y Li, H Guan, X Lu… - Journal of Structural …, 2022 - ascelibrary.org
A slab-column joint in a flat plate structure may exhibit upward or downward punching shear
(UPS and DPS) failure when subjected to different abnormal loading conditions. This can …

Post-punching failure mechanism and resistance of flat plate-column joints with in-plane constraints

Y Yang, M Diao, Y Li, H Guan, X Lu - Engineering Failure Analysis, 2022 - Elsevier
Flat plate-column joints with in-plane constraints exhibit a suspension mechanism under
large deformations after punching shear failure, which significantly affects the progressive …