Numerical Analysis on the Collapse of a RC Frame

[1] Yi WJ, He QF, Xiao Y, Kunnath, SK. (2008). Experimental study on progressive collapse-resistant behaviour of reinforced concrete frame structures. ACI Struct J, 105(4):433-439.Search in Google Scholar

[2] Extreme Loading® for Structures Theoretical Manual (2013). Applied Science International.Search in Google Scholar

[3] Meguro K, Tagel-Din H. ((2010). Applied element method for structural analysis: theory and application for linear materials. StructEng/EarthqEng JSCE; 17:21s-35s.Search in Google Scholar

[4] Botez M, Bredean L, Ioani A. (2016). Improving the accuracy of progressive collapse risk assessment: Efficiency and contribution of supplementary progressive collapse resisting mechanisms. ComputStruct; DOI: 10.1016/j.compstruc.2015.11.002.10.1016/j.compstruc.2015.11.002Search in Google Scholar

[5] Salem HM, El-Fouly AK, Tagel-Din HS. (2011) Toward an economic design of reinforced concrete structures against progressive collapse. EngStruct, 33:3341-3350.10.1016/j.engstruct.2011.06.020Search in Google Scholar

[6] Li Y, Lu X, Guan H, Ye L. (2011). An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures. EngStruct, 33:2931-2942.Search in Google Scholar

[7] Shan S, Li S, Xu S, Xie L. (2016). Experimental study on the progressive collapse performance of RCframes with infill walls. EngStruct, 111:80-92.Search in Google Scholar

[8] Brunesi E, Nascimbene R, Parisi F, Augenti N. (2015). Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis. EngStruct 104:65-79.Search in Google Scholar

[9] Kazemi-Moghaddam A, Sasani M. (2015). Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20. EngStruct, 89:162-171.Search in Google Scholar

[10] Kokot S, Anthoine A, Negro P, Solomos G. (2012). Static and dynamic analysis of a reinforced concrete flat slab frame building for progressive collapse. EngStruct, 40:205-217.Search in Google Scholar

[11] Wang H, Su Y, Zeng Q. (2011). Design methods of reinforced-concrete frame structure to resist progressive collapse in civil engineering. Sys EngProc; 1:48-54.Search in Google Scholar

[12] Salem HM, Helmy HM. (2014). Numeircal investigation of collapse of the Minnesota I-35W bridge. EngStruct 2014; 59:635-645.Search in Google Scholar