Progressive Collapse Evaluation Of An Industrial Building – Numerical Approach

[1] EuroCode 1. Actions on structures. Part 1.7: General Actions - Accidental actions, European Committee for Standardization, 2005Search in Google Scholar

[2] ASCE/SEI 7, Minimum design loads for buildings and other structures, Reston (VA): Structural Engineering Institute, American Society of Civil Engineers, 2005Search in Google Scholar

[3] Office of the Deputy Prime Minister, “The building regulations 2000, Part A, Schedule 1: A3, Disproportionate collapse”, London (UK), 2004Search in Google Scholar

[4] GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington (DC): US General Service Administration; 2003.Search in Google Scholar

[5] DOD. Design of building to resist progressive collapse. Unified Facility Criteria, UFC 4-023-03. Washington (DC): US Department of Defense; 2009.Search in Google Scholar

[6] NIST. Best practices for reducing the potential for progressive collapse in buildings. US National Institute of Standards and Technology (NIST), Washington, DC, 2007.Search in Google Scholar

[8] M. Sasani, M. Bazan, S. Sagiroglu, “Experimental and Analytical Progressive Collapse Evaluation of Actual Reinforced Concrete Structure”, ACI Structural Journal, V. 104, No. 6, November-December 200710.14359/18955Search in Google Scholar

[9] M. Sasani, “Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns”, Engineering Structures 30 (2008), 2478–249110.1016/j.engstruct.2008.01.019Search in Google Scholar

[10] M.-H. Tsai, B.-H. Lin, “ Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure”, Engineering Structures 30 (2008) 3619_3628Search in Google Scholar

[11] S. Pujol, J.P. Smith-Pardo, “A new perspective on the effects of abrupt column removal”, Engineering Structures 31 (2009) 869_874Search in Google Scholar

[12] R. Jayasooriya, D. Thambiratnam, N. Perera, V. Kosse, “ Blast and residual capacity analysis of reinforced concrete framed build”, Engineering Structures 33 (2011) 3483–349510.1016/j.engstruct.2011.07.011Search in Google Scholar

[13] H. Salem, A.K. El-Fouly, H.S. Tagel-Din, “Toward an economic design of reinforced concrete structures against progressive collapse”, Engineering Structures 33 (2011) pp. 3341–3350Search in Google Scholar

[14] H. Helmy, H. Salem, S. Mourad, “Progressive collapse assessment of framed reinforced concrete structures according to UFC guidelines for alternative path method”, Engineering Structures 42 (2012) pp. 127–141Search in Google Scholar

[15] O. Mohamed, “Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings”, Engineering Structures 31 (2009) 749_757Search in Google Scholar

[16] M. Lupoae, C. Baciu, D. Constantin, H. Puscau, “Aspects concerning progressive collapse of a reinforced concrete frame structure with infill walls”, Lecture Notes in Engineering and Computer Science, World Congress on Engineering, Vol. III, No. 2, pag. 2198 – 2204, 2011Search in Google Scholar

[17] H. Tagel-Din, N.A. Rahman, “The Applied Element Method: The Ultimate Analysis of Progressive Collapse”, Structure Magazine, No 4, April 2006, pp 30-33.Search in Google Scholar

[18] Y. Li, X. Lu, H. Guan, L. Ye, ”An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures”, Engineering Structures 33 (2011) 2931–2942.10.1016/j.engstruct.2011.06.017Search in Google Scholar