This paper reviews the state-of-art in progressive collapse studies on framed building
structures. Such types of failure start with a local damage which extension increases, up to …

This article is the second part of the series of the comprehensive review which is related to
the outrigger and belt‐truss system design for tall buildings. In this part, by presenting and …

This paper presents the strain rate behaviour in tension of the S355 structural steel using a
modified Split Hopkinson Tensile Bar for the mechanical characterisation at high strain rates …

The progressive collapse of reinforced concrete (RC) buildings, being one of the most
critical failure scenarios, is a great concern for the structural engineering community. As …

This paper investigated experimentally the progressive collapse risk of three one-third scale
single story, two-bay steel frames under column-loss event. Progressive collapse was …

Being one of the most critical scenarios in extreme events such as blast attacks, the
progressive collapse of reinforced concrete (RC) structures has attracted the attention of …

In this study, static tests of six two-story three-span composite frames with concrete-filled
steel tubular (CFST) column under a penultimate column removal scenario were carried out …

Since existing precast RC (reinforced concrete) structures are lacking structural continuity at
regions of beam-column connections, they are less resistant to progressive collapse in the …

Most of the buildings in Saudi Arabia were constructed using reinforced concrete (RC)
ordinary moment frames (OMFs), which, in most cases, had discontinuous bottom beam …

This study aims at investigating the efficacy of using an innovative hybrid strengthening
technique composed of near-surface mounted (NSM) steel rebars along with fiber reinforced …