2012
DOI: 10.1016/j.engstruct.2012.03.058
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Progressive collapse assessment of framed reinforced concrete structures according to UFC guidelines for alternative path method

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Cited by 58 publications
(30 citation statements)
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“…Such modeling approach proves to a good alternative to a complex fracture mechanics based approach. AEM analysis is effectively applied in the progressive collapse analysis of various types of buildings including high rise RC, steel and masonry structures due to its capability in nonlinear and large deformation scenario [16,17]. The method has also been successfully implemented for collapse analysis of bridges also [18].…”
Section: Conclusion and Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Such modeling approach proves to a good alternative to a complex fracture mechanics based approach. AEM analysis is effectively applied in the progressive collapse analysis of various types of buildings including high rise RC, steel and masonry structures due to its capability in nonlinear and large deformation scenario [16,17]. The method has also been successfully implemented for collapse analysis of bridges also [18].…”
Section: Conclusion and Discussionmentioning
confidence: 99%
“…The details are presented below. The problem selected was from the work by Ameen and Prasad [16]. They analyzed a singly reinforced concrete beam by way of coupling FEM and BEM (Boundary Element Method), the method was termed "FEBEM", a coupled Finite Element and Boundary Element Method.…”
Section: Static Linear Analysis Of Rcc Beammentioning
confidence: 99%
“…Although the recommended tie force(TF) method takes into account the catenary mechanism to describe the progressive collapse demand [3], it neglects the contributions of the membrane action of composite floor slabs at large deformations, which leads to the APM over-conservative and lack of sufficient theory and test data supporting. Nonlinear incremental dynamic analysis also known as the "nonlinear dynamic Pushdown analysis" [17], is usually a promising method for estimating the progressive collapse-resistant capacity, which is time-consuming and requires repeated computational calculations to evaluate the structural progressive collapse-resistant dynamic performance.…”
Section: Introductionmentioning
confidence: 99%
“…It is a complex subject to evaluate the progressive collapse-resistant capacity of structures under different progressive collapse conditions. The alternative path method (APM) is most widely used to analyze the building structures subject to postulate scenarios of initial local structural damages and the load-displacement curves are used to evaluate the progressive collapse-resistant behavior of structures under progressive collapse conditions [2,3]. Izzudin et al [4] and Vlassis et al [5] proposed a framework for a simplified progressive collapse-resistant evaluation of multi-storey buildings, which is evaluated from three aspects: static response, dynamic response and ductility performance.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, in the current study, the numerical analysis was carried out using the Applied Element Method. The Applied Element Method is based on discrete crack approach and is capable of following the structure's behavior to its total collapse Meguro and Tagel-Din 2001;Tagel-Din 2002;Meguro and Tagel-Din 2003;Tagel-Din and Rahman 2004;Galal and ElSawy 2010;Sasani and Asgitoglu 2008;Salem et al 2011;Park et al 2009;Helmy et al 2009;Helmy et al 2012;Helmy et al 2013;Sasani 2008;Wibowo 2009;Salem 2011;Salem and Helmy 2014) …”
Section: Introductionmentioning
confidence: 99%