Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam–slab substructures under a middle-column-removal scenario

P Ren, Y Li, X Lu, H Guan, Y Zhou - Engineering Structures, 2016 - Elsevier
Floor systems composed of beams and slabs are critical structural elements of frame
structures to resist progressive collapse. Previous experimental studies have focused mainly …

A state-of-the-art review on tensile membrane action in reinforced concrete floors exposed to fire

J Jiang, H Qi, Y Lu, GQ Li, W Chen, J Ye - Journal of Building Engineering, 2022 - Elsevier
Significant work has been done on the enhancement of load-bearing capacity of reinforced
concrete slabs through tensile membrane action (TMA) under fire conditions, since its first …

Progressive collapse resistance of steel-concrete composite floors

Y Alashker, S El-Tawil, F Sadek - Journal of Structural Engineering, 2010 - ascelibrary.org
This paper discusses the progressive collapse resistance of steel-concrete composite floors
in which steel beams are attached to columns through shear tabs. This is a common type of …

Investigations of tensile membrane action in beam-slab systems under progressive collapse subject to different loading configurations and boundary conditions

AT Pham, NS Lim, KH Tan - Engineering Structures, 2017 - Elsevier
Although catenary action in beams and tensile membrane action in slabs are generally
believed as high-level analyses to mitigate progressive collapse in a reinforced concrete …

Performance of steel–concrete composite structures in fire

YC Wang - Progress in Structural Engineering and Materials, 2005 - Wiley Online Library
This paper presents a review of recent studies of the behaviour of steel–concrete composite
structures in fire, including an assessment of research investigations and their implications …

Small-scale concrete slab tests at ambient and elevated temperatures

CG Bailey, WS Toh - Engineering Structures, 2007 - Elsevier
This paper presents test results of forty-eight horizontally unrestrained two-way spanning
reinforced concrete slabs at ambient and elevated temperatures. The tests allowed a direct …

Experimental investigation and numerical simulation on progressive collapse resistance of RC frame structures considering beam flange effects

XL Gu, B Zhang, Y Wang, XL Wang - Journal of Building Engineering, 2021 - Elsevier
Abstract In this paper, five 1/4-scaled reinforced concrete (RC) substructural specimens
were tested under a middle-column-removal scenario to study the progressive collapse …

Structural behavior of reinforced concrete frames subjected to progressive collapse

J Yu - 2012 - dr.ntu.edu.sg
With the threat of terrorist attack looming large, the ability of a building to mitigate
progressive collapse is of key interest to government agencies. Alternate load path (ALP) …

Steel–Concrete–Steel sandwich slabs with lightweight core—Static performance

KMA Sohel, JYR Liew - Engineering Structures, 2011 - Elsevier
This paper investigates the static performance of Steel–Concrete–Steel (SCS) sandwich
slabs which consist of an ultra-lightweight concrete core sandwiched between two steel …

Analysis and design of two-way slabs strengthened in flexure with FRCM

MMA Kadhim, A Jawdhari, AH Adheem, A Fam - Engineering Structures, 2022 - Elsevier
Fabric reinforced cementitious mortar (FRCM), an emerging sustainable retrofit technique,
has seen very limited research and applications on two-way reinforced concrete (RC) slabs …