{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,11,1]],"date-time":"2025-11-01T21:49:26Z","timestamp":1762033766835},"reference-count":47,"publisher":"Springer Science and Business Media LLC","issue":"4","license":[{"start":{"date-parts":[[2020,7,29]],"date-time":"2020-07-29T00:00:00Z","timestamp":1595980800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"},{"start":{"date-parts":[[2020,7,29]],"date-time":"2020-07-29T00:00:00Z","timestamp":1595980800000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["J Fail. Anal. and Preven."],"published-print":{"date-parts":[[2020,8]]},"DOI":"10.1007\/s11668-020-00930-w","type":"journal-article","created":{"date-parts":[[2020,7,29]],"date-time":"2020-07-29T14:02:31Z","timestamp":1596031351000},"page":"1244-1257","update-policy":"http:\/\/dx.doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":4,"title":["Progressive Collapse Prevention Design of Framed RC Structures-Cost\u2013Benefit Analysis"],"prefix":"10.1007","volume":"20","author":[{"given":"Peiman","family":"Ghaderi","sequence":"first","affiliation":[]},{"given":"Daniel","family":"Ferreira","sequence":"additional","affiliation":[]},{"given":"Eduardo","family":"Cavaco","sequence":"additional","affiliation":[]},{"given":"V\u00e1lter","family":"L\u00facio","sequence":"additional","affiliation":[]}],"member":"297","published-online":{"date-parts":[[2020,7,29]]},"reference":[{"key":"930_CR1","doi-asserted-by":"publisher","first-page":"90","DOI":"10.1016\/j.engstruct.2011.08.040","volume":"55","author":"J Yu","year":"2013","unstructured":"J. Yu, K.H. Tan, Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam-column sub-assemblages. Eng. Struct. 55, 90\u2013106 (2013)","journal-title":"Eng. Struct."},{"key":"930_CR2","volume-title":"Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects","author":"General Services Administration (GSA)","year":"2003","unstructured":"General Services Administration (GSA), Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects (Office of Chief Architects, Washington, DC, 2003)"},{"key":"930_CR3","unstructured":"American Society of Civil Engineers (ASCE). Minimum Design Loads for Buildings and other Structures (ASCE7-10). Reston (VA); 2010"},{"issue":"9","key":"930_CR4","doi-asserted-by":"publisher","first-page":"2302","DOI":"10.1016\/j.engstruct.2006.11.025","volume":"29","author":"U Starossek","year":"2007","unstructured":"U. Starossek, Typology of progressive collapse. Eng. Struct. 29(9), 2302\u20132307 (2007)","journal-title":"Eng. Struct."},{"key":"930_CR5","doi-asserted-by":"crossref","unstructured":"C. Charmpisa Dimos, A. Kontogiannisa, The cost of satisfying design requirements on progressive collapse resistance\u2014investigation based on structural optimisation. J. Struct. Infrastruct. Eng. (2015)","DOI":"10.1080\/15732479.2015.1038725"},{"key":"930_CR6","unstructured":"CEN, Eurocode 8: Design of Structures for Earthquake Resistance-part 1: General Rules, Seismic Actions and Rules for Buildings. Eur. Comm. Stand. (2005)"},{"key":"930_CR7","doi-asserted-by":"publisher","first-page":"1157","DOI":"10.1061\/(ASCE)0733-9445(2005)131:8(1157)","volume":"131","author":"JR Hayes Jr","year":"2005","unstructured":"J.R. Hayes Jr., S.C. Woodson, R.G. Pekelnicky, C.D. Poland, W.G. Corley, M. Sozen, Can strengthening for earthquake improve blast and progressive collapse resistance? J. Struct. Eng. 131, 1157\u20131177 (2005)","journal-title":"J. Struct. Eng."},{"key":"930_CR8","doi-asserted-by":"publisher","first-page":"3619","DOI":"10.1016\/j.engstruct.2008.05.031","volume":"30","author":"M-H Tsai","year":"2008","unstructured":"M.-H. Tsai, B.-H. Lin, Investigation of progressive pollapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure. J. Eng. Struct. 30, 3619\u20133628 (2008)","journal-title":"J. Eng. Struct."},{"key":"930_CR9","unstructured":"DoD UFC Guidelines. Design of Buildings to Resist Progressive Collapse, Unified Facilities Criteria (UFC) 4-023-03. Department of Defense (DoD), January 2016. With updates from 2009 and 2010"},{"key":"930_CR10","doi-asserted-by":"publisher","DOI":"10.1680\/pcos.36109","volume-title":"Progressive Collapse of Structures","author":"U Starossek","year":"2009","unstructured":"U. Starossek, Progressive Collapse of Structures, vol. 153 (Thomas Telford, London, 2009)"},{"issue":"3","key":"930_CR11","doi-asserted-by":"crossref","first-page":"413","DOI":"10.1061\/JSDEAG.0004876","volume":"104","author":"B Ellingwood","year":"1978","unstructured":"B. Ellingwood, E. Leyendecker, Approaches for design against progressive collapse. J. Struct. Div. 104(3), 413\u2013423 (1978)","journal-title":"J. Struct. Div."},{"key":"930_CR12","doi-asserted-by":"publisher","first-page":"122","DOI":"10.1016\/j.engstruct.2018.06.082","volume":"173","author":"JM Adam","year":"2018","unstructured":"J.M. Adam, F. Parisi, J. Sagaseta, X. Lu, Research and practice on progressive collapse and robustness of building structures in the 21st century. J. Eng. Struct. 173, 122\u2013149 (2018)","journal-title":"J. Eng. Struct."},{"issue":"3","key":"930_CR13","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1061\/(ASCE)ST.1943-541X.0000886","volume":"140","author":"J Yu","year":"2014","unstructured":"J. Yu, K.H. Tan, Special detailing techniques to improve structural resistance against progressive collapse. J. Struct. Eng. 140(3), 1\u201315 (2014)","journal-title":"J. Struct. Eng."},{"key":"930_CR14","doi-asserted-by":"publisher","first-page":"1068","DOI":"10.1016\/j.conbuildmat.2017.05.179","volume":"152","author":"P Forquin","year":"2017","unstructured":"P. Forquin, W. Chen, An experimental investigation of the progressive collapse resistance of beam-column RC sub-assemblages. Constr. Build. Mater. 152, 1068\u20131084 (2017)","journal-title":"Constr. Build. Mater."},{"issue":"5","key":"930_CR15","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1061\/(ASCE)CF.1943-5509.0000873","volume":"30","author":"H Jian","year":"2016","unstructured":"H. Jian, S. Li, L. Huanhuan, Testing and analysis on progressive collapse-resistance behaviour of rc frame substructures under a side column removal scenario. J. Perform. Constr. Facil. 30(5), 1\u20137 (2016)","journal-title":"J. Perform. Constr. Facil."},{"issue":"4","key":"930_CR16","first-page":"429","volume":"112","author":"Y Xiao","year":"2015","unstructured":"Y. Xiao, S. Kunnath, F.W. Li, Y.B. Zhao, H.S. Lew, Y. Bao, Collapse test of three-storey half-scale reinforced concrete frame building. ACI Struct. J. 112(4), 429\u2013438 (2015)","journal-title":"ACI Struct. J."},{"issue":"6","key":"930_CR17","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1061\/(ASCE)ST.1943-541X.0000959","volume":"140","author":"J Yu","year":"2014","unstructured":"J. Yu, T. Rinder, A. Stolz, K.H. Tan, W. Riedel, Dynamic progressive collapse of an RC assemblage induced by contact detonation. J. Struct. Eng. 140(6), 1\u201313 (2014)","journal-title":"J. Struct. Eng."},{"issue":"9","key":"930_CR18","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1061\/(ASCE)ST.1943-541X.0001865","volume":"143","author":"Z Peng","year":"2017","unstructured":"Z. Peng, S.L. Orton, J. Liu, Y. Tian, Experimental study of dynamic progressive collapse in flat-plate buildings subjected to exterior column removal. J. Struct. Eng. 143(9), 1\u201313 (2017)","journal-title":"J. Struct. Eng."},{"issue":"5","key":"930_CR19","doi-asserted-by":"publisher","first-page":"576","DOI":"10.1061\/(ASCE)CF.1943-5509.0000284","volume":"26","author":"K Qian","year":"2012","unstructured":"K. Qian, B. Li, Experimental and analytical assessment on RC interior beam-column sub-assemblages for progressive collapse. J. Perform. Constr. Facil. 26(5), 576\u2013589 (2012)","journal-title":"J. Perform. Constr. Facil."},{"key":"930_CR20","doi-asserted-by":"publisher","first-page":"154","DOI":"10.1016\/j.engstruct.2012.04.016","volume":"42","author":"Q Kai","year":"2012","unstructured":"Q. Kai, B. Li, Dynamic performance of rc beam-column substructures under the scenario of the loss of a corner column\u2014experimental results. Eng. Struct. 42, 154\u2013167 (2012)","journal-title":"Eng. Struct."},{"key":"930_CR21","doi-asserted-by":"publisher","first-page":"91","DOI":"10.1016\/j.engstruct.2016.07.039","volume":"149","author":"X Lu","year":"2017","unstructured":"X. Lu, K. Lin, Y. Li, H. Guan, P. Ren, Y. Zhou, Experimental investigation of RC beam slab substructures against progressive collapse subjected to an edge-column-removal scenario. Eng. Struct. 149, 91\u2013103 (2017)","journal-title":"Eng. Struct."},{"key":"930_CR22","doi-asserted-by":"publisher","first-page":"28","DOI":"10.1016\/j.engstruct.2016.03.051","volume":"118","author":"P Ren","year":"2016","unstructured":"P. Ren, Y. Li, X. Lu, H. Guan, Y. Zhou, Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam-slab substructures under a middle-column-removal scenario. Eng. Struct. 118, 28\u201340 (2016)","journal-title":"Eng. Struct."},{"issue":"4","key":"930_CR23","doi-asserted-by":"publisher","first-page":"584","DOI":"10.1061\/(ASCE)ST.1943-541X.0000630","volume":"139","author":"K Qian","year":"2013","unstructured":"K. Qian, B. Li, Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario. J. Eng. Struct. 139(4), 584\u2013594 (2013)","journal-title":"J. Eng. Struct."},{"issue":"9","key":"930_CR24","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1061\/(ASCE)ST.1943-541X.0001860","volume":"143","author":"K Qian","year":"2017","unstructured":"K. Qian, B. Li, Effects of masonry infill wall on the performance of RC frames to resist progressive collapse. J. Struct. Eng. 143(9), 1\u201317 (2017)","journal-title":"J. Struct. Eng."},{"key":"930_CR25","doi-asserted-by":"publisher","first-page":"476","DOI":"10.1016\/j.engstruct.2018.06.001","volume":"171","author":"H Baghi","year":"2018","unstructured":"H. Baghi, A. Oliveira, J. Valen\u00e7a, E. Cavaco, L. Neves, E. J\u00falio, Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load. J. Eng. Struct. 171, 476\u2013487 (2018)","journal-title":"J. Eng. Struct."},{"key":"930_CR26","doi-asserted-by":"publisher","first-page":"80","DOI":"10.1016\/j.engstruct.2015.12.010","volume":"111","author":"S Shan","year":"2016","unstructured":"S. Shan, S. Li, S. Xu, L. Xie, Experimental study on the progressive collapse performance of RC frames with infill walls. Eng. Struct. 111, 80\u201392 (2016)","journal-title":"Eng. Struct."},{"key":"930_CR27","doi-asserted-by":"publisher","first-page":"57","DOI":"10.1016\/j.engfailanal.2015.11.020","volume":"59","author":"S Li","year":"2016","unstructured":"S. Li, S. Shan, C. Zhai, L. Xie, Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls. Eng. Fail Anal. 59, 57\u201368 (2016)","journal-title":"Eng. Fail Anal."},{"key":"930_CR28","doi-asserted-by":"publisher","first-page":"274","DOI":"10.1016\/j.engstruct.2018.11.027","volume":"180","author":"M Barros","year":"2019","unstructured":"M. Barros, E. Cavaco, L. Neves, E. J\u00falio, Effect of non-structural masonry brick infill walls on the robustness of a RC framed building severely damaged due to a landslide. Eng. Struct. 180, 274\u2013283 (2019)","journal-title":"Eng. Struct."},{"issue":"10","key":"930_CR29","doi-asserted-by":"publisher","first-page":"2931","DOI":"10.1016\/j.engstruct.2011.06.017","volume":"33","author":"Y Li","year":"2011","unstructured":"Y. Li, X. Lu, H. Guan, L. Ye, An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures. Eng. Struct. 33(10), 2931\u20132942 (2011)","journal-title":"Eng. Struct."},{"issue":"8","key":"930_CR30","doi-asserted-by":"publisher","first-page":"987","DOI":"10.1061\/(ASCE)EM.1943-7889.0000143","volume":"136","author":"E Masoero","year":"2010","unstructured":"E. Masoero, F. Wittel, H. Herrmann, B. Chiaia, Progressive collapse mechanisms of brittle and ductile framed structures. J. Eng. Mech. 136(8), 987\u2013995 (2010)","journal-title":"J. Eng. Mech."},{"key":"930_CR31","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1155\/2017\/4636381","volume":"2017","author":"M Bermejo","year":"2017","unstructured":"M. Bermejo, A.P. Santos, J.M. Goicolea, Development of practical finite element models for collapse of reinforced concrete structures and experimental validation. Shock Vib. 2017, 1\u20139 (2017)","journal-title":"Shock Vib."},{"issue":"6","key":"930_CR32","doi-asserted-by":"publisher","first-page":"1691","DOI":"10.1016\/j.engstruct.2010.02.017","volume":"32","author":"Y Shi","year":"2010","unstructured":"Y. Shi, Z.X. Li, H. Hao, A new method for progressive collapse analysis of RC frames under blast loading. Eng. Struct. 32(6), 1691\u20131703 (2010)","journal-title":"Eng. Struct."},{"key":"930_CR33","doi-asserted-by":"publisher","first-page":"97","DOI":"10.1016\/j.engstruct.2016.04.032","volume":"121","author":"S Albrifkani","year":"2016","unstructured":"S. Albrifkani, Y.C. Wang, Explicit modelling of large deflection behaviour of restrained reinforced concrete beams in fire. Eng. Struct. 121, 97\u2013119 (2016)","journal-title":"Eng. Struct."},{"key":"930_CR34","doi-asserted-by":"publisher","first-page":"520","DOI":"10.1016\/j.engstruct.2017.07.060","volume":"150","author":"AT Pham","year":"2017","unstructured":"A.T. Pham, N.S. Lim, K.H. Tan, Investigations of tensile membrane action in beam-slab systems under progressive collapse subject to different loading configurations and boundary conditions. Eng. Struct. 150, 520\u2013536 (2017)","journal-title":"Eng. Struct."},{"key":"930_CR35","doi-asserted-by":"publisher","first-page":"313","DOI":"10.1016\/j.engstruct.2014.07.016","volume":"76","author":"JL Le","year":"2014","unstructured":"J.L. Le, B. Xue, Probabilistic analysis of reinforced concrete frame structures against progressive collapse. Eng. Struct. 76, 313\u2013323 (2014)","journal-title":"Eng. Struct."},{"key":"930_CR36","doi-asserted-by":"publisher","first-page":"47","DOI":"10.1016\/j.strusafe.2016.07.003","volume":"63","author":"B Xue","year":"2016","unstructured":"B. Xue, J.L. Le, Simplified energy-based analysis of collapse risk of reinforced concrete buildings. Struct. Saf. 63, 47\u201358 (2016)","journal-title":"Struct. Saf."},{"issue":"12","key":"930_CR37","doi-asserted-by":"publisher","first-page":"3341","DOI":"10.1016\/j.engstruct.2011.06.020","volume":"33","author":"HM Salem","year":"2011","unstructured":"H.M. Salem, A.K. El-Fouly, H.S. Tagel-Din, Toward an economic design of reinforced concrete structures against progressive collapse. Eng. Struct. 33(12), 3341\u20133350 (2011)","journal-title":"Eng. Struct."},{"key":"930_CR38","doi-asserted-by":"publisher","first-page":"127","DOI":"10.1016\/j.engstruct.2012.03.058","volume":"42","author":"H Helmy","year":"2012","unstructured":"H. Helmy, H. Salem, S. Mourad, Progressive collapse assessment of reinforced concrete framed structures according to UFC guidelines for alternative load path method. Eng. Struct. 42, 127\u2013141 (2012)","journal-title":"Eng. Struct."},{"issue":"1","key":"930_CR39","doi-asserted-by":"publisher","first-page":"45","DOI":"10.1260\/2041-4196.4.1.45","volume":"4","author":"I Hefez","year":"2013","unstructured":"I. Hefez, A. Khalil, S. Mourad, Alternate load path method analysis of RC structures using applied element method. Int. J. Prot. Struct. 4(1), 45\u201364 (2013)","journal-title":"Int. J. Prot. Struct."},{"key":"930_CR40","unstructured":"CEN, Eurocode 1: Actions on Structures\u2013Part 1.1: General Actions Densities, Self-weight, Imposed Loads for Buildings. Eur. Comm. Stand. (2002)"},{"key":"930_CR41","unstructured":"CEN, Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings. Eur. Comm. Stand. (2004). [EN 1992-1-1:2004: E]"},{"key":"930_CR42","unstructured":"E.S. Cavaco, L.A.C. Neves, J.R. Casas, v Reliability-based approach to the robustness of corroded reinforced concrete structures, WILEY fib. International Federation for Structural Concrete"},{"key":"930_CR43","unstructured":"SAP2000\u00ae, Version 14.0. Linear and Nonlinear Static and Dynamic Analysis and Design of Three-Dimensional Structures. Berkeley (CA, USA): Computers and Structures Inc.; 2018"},{"key":"930_CR44","unstructured":"Grupo de Bet\u00e3o Armado e Pr\u00e9-Esfor\u00e7ado - IST, \u201cTabelas Diversas\u201d (in Poertuguese)"},{"key":"930_CR45","unstructured":"\u00a9 CYPE Ingenieros, S.A., \u201cGerador de Pre\u00e7os Para Constru\u00e7\u00e3o Civil.\u201d (in Portuguese)"},{"key":"930_CR46","unstructured":"Or\u00e7amentos na Constru\u00e7\u00e3o Civil, \u201cFicha de Rendimento \u2013 Cofragem Tradicional.\u201d (in Portuguese)"},{"key":"930_CR47","unstructured":"Methodology Manual for the Single-Degree-of-Freedom Blast Effects Design Spreadsheets (SBEDS), PDC TR-06-01 Rev. 1 (2008)"}],"container-title":["Journal of Failure Analysis and Prevention"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s11668-020-00930-w.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/article\/10.1007\/s11668-020-00930-w\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s11668-020-00930-w.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,7,28]],"date-time":"2021-07-28T23:34:41Z","timestamp":1627515281000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/s11668-020-00930-w"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2020,7,29]]},"references-count":47,"journal-issue":{"issue":"4","published-print":{"date-parts":[[2020,8]]}},"alternative-id":["930"],"URL":"https:\/\/doi.org\/10.1007\/s11668-020-00930-w","relation":{},"ISSN":["1547-7029","1864-1245"],"issn-type":[{"value":"1547-7029","type":"print"},{"value":"1864-1245","type":"electronic"}],"subject":[],"published":{"date-parts":[[2020,7,29]]},"assertion":[{"value":"8 March 2020","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"29 July 2020","order":2,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}}]}}