{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T10:25:51Z","timestamp":1777631151193,"version":"3.51.4"},"reference-count":35,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2016,7,1]],"date-time":"2016-07-01T00:00:00Z","timestamp":1467331200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2017,4,2]],"date-time":"2017-04-02T00:00:00Z","timestamp":1491091200000},"content-version":"am","delay-in-days":275,"URL":"http:\/\/www.elsevier.com\/open-access\/userlicense\/1.0\/"},{"start":{"date-parts":[[2016,7,1]],"date-time":"2016-07-01T00:00:00Z","timestamp":1467331200000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2016,7,1]],"date-time":"2016-07-01T00:00:00Z","timestamp":1467331200000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2016,7,1]],"date-time":"2016-07-01T00:00:00Z","timestamp":1467331200000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2016,7,1]],"date-time":"2016-07-01T00:00:00Z","timestamp":1467331200000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2016,7,1]],"date-time":"2016-07-01T00:00:00Z","timestamp":1467331200000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"crossref","award":["51408489"],"award-info":[{"award-number":["51408489"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"crossref"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"crossref","award":["51248007"],"award-info":[{"award-number":["51248007"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"crossref"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"crossref","award":["51308448"],"award-info":[{"award-number":["51308448"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"crossref"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"crossref","award":["51301136"],"award-info":[{"award-number":["51301136"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"crossref"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"crossref","award":["51508464"],"award-info":[{"award-number":["51508464"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"crossref"}]},{"name":"Shanxi National Science Foundation of China","award":["2014JQ7255"],"award-info":[{"award-number":["2014JQ7255"]}]},{"DOI":"10.13039\/501100012226","name":"Fundamental Research Funds for the Central Universities","doi-asserted-by":"crossref","award":["3102014JCQ01047"],"award-info":[{"award-number":["3102014JCQ01047"]}],"id":[{"id":"10.13039\/501100012226","id-type":"DOI","asserted-by":"crossref"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Journal of Constructional Steel Research"],"published-print":{"date-parts":[[2016,7]]},"DOI":"10.1016\/j.jcsr.2016.03.024","type":"journal-article","created":{"date-parts":[[2016,4,2]],"date-time":"2016-04-02T16:16:16Z","timestamp":1459613776000},"page":"238-250","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":42,"special_numbering":"C","title":["An evaluation method to predict progressive collapse resistance of steel frame structures"],"prefix":"10.1016","volume":"122","author":[{"given":"Chang Hong","family":"Chen","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Yan Fei","family":"Zhu","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Yao","family":"Yao","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Ying","family":"Huang","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xu","family":"Long","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"78","reference":[{"key":"10.1016\/j.jcsr.2016.03.024_bb0005","doi-asserted-by":"crossref","first-page":"194","DOI":"10.1111\/j.1467-8667.2005.00387.x","article-title":"Building design for abnormal loads and progressive collapse","volume":"20","author":"Ellingwood","year":"2005","journal-title":"Comput. Aided Civ. Inf."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0010","series-title":"Probabilistic Model Code","author":"JCSS","year":"2001"},{"issue":"1","key":"10.1016\/j.jcsr.2016.03.024_bb0015","doi-asserted-by":"crossref","first-page":"79","DOI":"10.2749\/101686612X13216060213518","article-title":"Application of probabilistic robustness framework: risk assessment of multi-storey buildings under extreme loading","volume":"22","author":"Izzuddin","year":"2012","journal-title":"Struct. Eng. Int."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0020","series-title":"Action TU0601, Robustness of Structures, Structural Robustness Design for Practicing Engineers","author":"COST","year":"2011"},{"issue":"4","key":"10.1016\/j.jcsr.2016.03.024_bb0025","doi-asserted-by":"crossref","first-page":"315","DOI":"10.1061\/(ASCE)0887-3828(2006)20:4(315)","article-title":"Mitigating risk from abnormal loads and progressive collapse","volume":"20","author":"Ellingwood","year":"2006","journal-title":"J. Perform. Constr. Fac. ASCE"},{"issue":"6\/7","key":"10.1016\/j.jcsr.2016.03.024_bb0030","doi-asserted-by":"crossref","first-page":"828","DOI":"10.1504\/IJRAM.2007.014662","article-title":"Strategies for mitigating risk to buildings from abnormal load events","volume":"7","author":"Ellingwood","year":"2007","journal-title":"Int. J. Risk Assess. Manage."},{"issue":"7","key":"10.1016\/j.jcsr.2016.03.024_bb0035","doi-asserted-by":"crossref","first-page":"625","DOI":"10.1080\/15732479.2010.501562","article-title":"Approaches to measures of structural robustness","volume":"7","author":"Starossek","year":"2011","journal-title":"Struct. Infrastruct. Eng."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0040","series-title":"Actions on Structures \u2013 Part 1\u20137: General Actions \u2013 Accidental Actions","author":"EN 1991-1-7","year":"2006"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0045","series-title":"Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects","author":"GSA","year":"2003"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0050","series-title":"An Introduction to Structural Reliability Theory","author":"Ship Structure Committee (SSC-351)","year":"1990"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0055","first-page":"197","article-title":"Structural reliability analysis using deterministic finite element programs","volume":"3","author":"Beck","year":"2006","journal-title":"Lat. Am. J. Solids Struct."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0060","series-title":"Physics Based Simulations, Structures Congress","first-page":"1","article-title":"Probabilistic Approach to Progressive Collapse Prevention","author":"Szyniszewski","year":"2009"},{"issue":"1","key":"10.1016\/j.jcsr.2016.03.024_bb0065","article-title":"A study of restrained steel beam s with catenary action under distributed load, Part 1: theoretical model","volume":"43","author":"Wang","year":"2010","journal-title":"China Civil Eng. J."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0070","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1016\/j.jcsr.2015.02.004","article-title":"Finite element analysis assessing partial catenary action in steel beams","volume":"109","author":"McConnell","year":"2015","journal-title":"J. Constr. Steel Res."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0075","first-page":"83","article-title":"Analysis of catenary action in steel beams using a simplified hand calculation method, Part 1: theory and validation for uniform temperature distribution","volume":"61","author":"Yin","year":"2005","journal-title":"J. Constr. Steel Res."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0080","doi-asserted-by":"crossref","first-page":"1308","DOI":"10.1016\/j.engstruct.2007.07.011","article-title":"Progressive collapse of multi-storey buildings due to sudden column loss \u2014part I: simplified assessment framework","volume":"30","author":"Izzuddin","year":"2008","journal-title":"Eng. Struct."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0085","doi-asserted-by":"crossref","first-page":"1424","DOI":"10.1016\/j.engstruct.2007.08.011","article-title":"Progressive collapse of multi-storey buildings due to sudden column loss\u2014part II: application","volume":"30","author":"Vlassis","year":"2008","journal-title":"Eng. Struct."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0090","series-title":"Prestandard and Commentary for the Seismic Rehabilitation of Buildings","author":"FEMA 356","year":"2000"},{"issue":"9","key":"10.1016\/j.jcsr.2016.03.024_bb0095","first-page":"881","article-title":"Testing and analysis of steel beam-column assemblies under column removal scenarios","volume":"137","author":"Fahim","year":"2009","journal-title":"J. Struct. Eng."},{"issue":"1","key":"10.1016\/j.jcsr.2016.03.024_bb0100","doi-asserted-by":"crossref","first-page":"98","DOI":"10.1061\/(ASCE)ST.1943-541X.0000618","article-title":"Performance of steel moment connections under a column removal scenario. I: Experiments","volume":"139","author":"Lew","year":"2013","journal-title":"J. Struct. Eng."},{"issue":"1","key":"10.1016\/j.jcsr.2016.03.024_bb0105","doi-asserted-by":"crossref","first-page":"108","DOI":"10.1061\/(ASCE)ST.1943-541X.0000617","article-title":"Performance of steel moment connections under a column removal scenario. II: Analysis","volume":"139","author":"Sadek","year":"2013","journal-title":"J. Struct. Eng."},{"issue":"2","key":"10.1016\/j.jcsr.2016.03.024_bb0110","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)ST.1943-541X.0000805","article-title":"Behaviour of composite beam\u2013column joints in a middle-column-removal scenario: experimental tests","volume":"140","author":"Yang","year":"2014","journal-title":"J. Struct. Eng."},{"issue":"9","key":"10.1016\/j.jcsr.2016.03.024_bb0115","doi-asserted-by":"crossref","first-page":"1498","DOI":"10.1061\/(ASCE)ST.1943-541X.0000749","article-title":"Robustness of bolted-angle connections against progressive collapse: experimental tests of beam-column joints and development of component-based models","volume":"139","author":"Yang","year":"2013","journal-title":"J. Struct. Eng."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0120","doi-asserted-by":"crossref","first-page":"112","DOI":"10.1016\/j.engstruct.2013.03.037","article-title":"Experimental tests of different types of bolted steel beam\u2013column joints under a central-column-removal scenario","volume":"54","author":"Yang","year":"2013","journal-title":"Eng. Struct."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0125","series-title":"State of the Art Report on Connection Performance","author":"FEMA","year":"2000"},{"issue":"5","key":"10.1016\/j.jcsr.2016.03.024_bb0130","doi-asserted-by":"crossref","first-page":"978","DOI":"10.1061\/JSDEAG.0005959","article-title":"Probability based load criteria: Load factors and load combinations","volume":"108","author":"Ellingwood","year":"1982","journal-title":"J. Struct. Div. ASCE"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0135","doi-asserted-by":"crossref","first-page":"341","DOI":"10.1016\/j.engstruct.2014.10.003","article-title":"System reliabilities in steel structural frame design by inelastic analysis","volume":"81","author":"Zhang","year":"2014","journal-title":"Eng. Struct."},{"key":"10.1016\/j.jcsr.2016.03.024_bb0140","series-title":"Structural Reliability \u2014 Analysis and Predication","author":"Melchers","year":"1987"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0145","series-title":"Non-Intrusive Finite Element Reliability Analysis Methods","author":"Papaioannou","year":"2011"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0150","doi-asserted-by":"crossref","first-page":"111","DOI":"10.1061\/JMCEA3.0001848","article-title":"Exact and invariant second moment format","volume":"100","author":"Hasofer","year":"1974","journal-title":"J. Eng. Mech. Div. ASCE"},{"issue":"4","key":"10.1016\/j.jcsr.2016.03.024_bb0155","doi-asserted-by":"crossref","first-page":"365","DOI":"10.1061\/(ASCE)0887-3828(2006)20:4(365)","article-title":"Comparison of various procedures for progressive collapse analysis","volume":"20","author":"Marjanishvili","year":"2006","journal-title":"J. Perform. Constr. Facil. ASCE"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0160","series-title":"Load Resistance Factor Design Specification for Structural Steel Buildings","author":"AISC","year":"2003"},{"key":"10.1016\/j.jcsr.2016.03.024_bb0165","article-title":"The Incidence of Abnormal Loading in Residential Buildings","volume":"Vol. No. 89","author":"Leyendecker","year":"1976"},{"issue":"1","key":"10.1016\/j.jcsr.2016.03.024_bb0170","first-page":"1","article-title":"A conceptual approach towards a probability-based design guide on structural fire safety","volume":"6","author":"CIB W14","year":"1983","journal-title":"Fire Safety J."},{"issue":"1","key":"10.1016\/j.jcsr.2016.03.024_bb0175","doi-asserted-by":"crossref","first-page":"37","DOI":"10.62913\/engj.v28i1.567","article-title":"Load combinations for buildings exposed to fires","volume":"28","author":"Ellingwood","year":"1991","journal-title":"Eng. J. AISC"}],"container-title":["Journal of Constructional Steel Research"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0143974X16300724?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0143974X16300724?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2024,6,15]],"date-time":"2024-06-15T12:36:29Z","timestamp":1718454989000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0143974X16300724"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2016,7]]},"references-count":35,"alternative-id":["S0143974X16300724"],"URL":"https:\/\/doi.org\/10.1016\/j.jcsr.2016.03.024","relation":{},"ISSN":["0143-974X"],"issn-type":[{"value":"0143-974X","type":"print"}],"subject":[],"published":{"date-parts":[[2016,7]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"An evaluation method to predict progressive collapse resistance of steel frame structures","name":"articletitle","label":"Article Title"},{"value":"Journal of Constructional Steel Research","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.jcsr.2016.03.024","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2016 Elsevier Ltd. All rights reserved.","name":"copyright","label":"Copyright"}]}}