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 …
X Lu, K Lin, Y Li, H Guan, P Ren, Y Zhou - Engineering Structures, 2017 - Elsevier
When a reinforced concrete (RC) frame subjected to an edge-column-removal scenario, its floor system exhibits a complicated mechanism against progressive collapse due to the …
P Olmati, J Sagaseta, D Cormie, AEK Jones - Engineering Structures, 2017 - Elsevier
Flat slab concrete buildings are widely found in infrastructure such as office and residential buildings or industrial facilities. The susceptibility of progressive collapse of such structures …
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 …
Current methods and practices for modeling and numerical simulation of disproportionate collapse of reinforced concrete (RC) frame buildings are reviewed. Modeling advances at …
Finite-element analyses (FEA) of reinforced concrete slab-column connections with shear reinforcement are presented and discussed. Ultimate loads and crack patterns are shown …
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 …
Abstract Design codes for punching shear resistance of flat slabs are based on test results obtained from isolated slab-column connections. However, by testing isolated slabs, the …
Abstract The common used Alternate Load Path Method, which is threaten independent, cannot consider the initial damage to adjacent structural components when the key …