Nonlinear material modelling for fibre-based progressive collapse analysis of RC framed buildings

G Mucedero, E Brunesi, F Parisi - Engineering Failure Analysis, 2020 - Elsevier
The choice of the most suitable constitutive models for fibre-based progressive collapse
analysis of reinforced concrete (RC) structures is still an open issue, mainly because …

Multi-scale computational simulation of progressive collapse of steel frames

K Khandelwal - 2008 - search.proquest.com
Progressive building collapse occurs when failure of a structural component leads to the
failure and collapse of surrounding members, possibly promoting additional collapse. Global …

Steel and composite building frames: sway response under conventional loading and developmet of membrane effects in beams further to an exceptional action

JF Demonceau - 2008 - orbi.uliege.be
The present thesis is dedicated to the study of the behaviour of steel and composite steel-
concrete building frames with a particular attention paid to the beam-to-column joint …

Numerical simulation on seismic collapse of thin-walled steel moment frames considering post local buckling behavior

Y Bai, X Lin - Thin-Walled Structures, 2015 - Elsevier
Steel moment frame buildings face severe collapse potentials when subjected to
earthquakes beyond the design level. Reliable numerical modeling of steel moment frames …

Membrane actions of RC slabs in mitigating progressive collapse of building structures

PX Dat, TK Hai - Engineering Structures, 2013 - Elsevier
Potential for progressive collapse of RC buildings can be studied using sudden column loss
scenarios. The loss of either a penultimate-internal (PI) column or a penultimate-external …

Effects of bolted connections' properties on natural dynamic characteristics of corner-supported modular steel buildings

M Farajian, P Sharafi, M Alembagheri, K Kildashti… - Structures, 2022 - Elsevier
Corner-supported modular steel building, made of volumetric units, is an efficient
construction system for the next generation of industrialised building construction. The …

Modelling of beam response for progressive collapse analysis

PM Stylianidis, DA Nethercot, BA Izzuddin… - Structures, 2015 - Elsevier
A fundamental aspect of the progressive collapse behaviour of building structures is the
response of axially restrained beams following partial or total loss of the load bearing …

Anti-collapse performance of steel frames with RWS connections under a column removal scenario

S Lin, H Qiao, J Wang, J Shi, Y Chen - Engineering Structures, 2021 - Elsevier
The spread of an initial local failure from load-carrying member to other members in system
when subjected to abnormal load, eventually resulting the progressive collapse of an entire …

An efficient compound-element for potential progressive collapse analysis of steel frames with semi-rigid connections

HR Valipour, M Bradford - Finite Elements in Analysis and Design, 2012 - Elsevier
In this paper, the formulation of a novel 1D frame compound-element for the materially and
geometrically non-linear analysis of steel frames with flexible connections is outlined. The …