{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,18]],"date-time":"2026-01-18T12:45:31Z","timestamp":1768740331465,"version":"3.49.0"},"reference-count":19,"publisher":"Elsevier BV","issue":"5-6","license":[{"start":{"date-parts":[[2002,3,1]],"date-time":"2002-03-01T00:00:00Z","timestamp":1014940800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Computers &amp; Structures"],"published-print":{"date-parts":[[2002,3]]},"DOI":"10.1016\/s0045-7949(02)00014-7","type":"journal-article","created":{"date-parts":[[2002,10,14]],"date-time":"2002-10-14T15:12:20Z","timestamp":1034608340000},"page":"515-531","source":"Crossref","is-referenced-by-count":74,"title":["Post-limit stiffness and ductility of end-plate beam-to-column steel joints"],"prefix":"10.1016","volume":"80","author":[{"given":"L.","family":"Sim\u00f5es da Silva","sequence":"first","affiliation":[]},{"given":"Aldina","family":"Santiago","sequence":"additional","affiliation":[]},{"given":"Paulo","family":"Vila Real","sequence":"additional","affiliation":[]}],"member":"78","reference":[{"issue":"120","key":"10.1016\/S0045-7949(02)00014-7_BIB1","first-page":"1","article-title":"Database for the semi-rigid behaviour of beam-to-column connections in seismic regions","volume":"46","author":"Cruz","year":"1998","journal-title":"J. Construct. Steel Res."},{"key":"10.1016\/S0045-7949(02)00014-7_BIB2","unstructured":"CEN. Eurocode 3, ENV-1993-1-1, Revised Annex J, Design of Steel Structures, CEN, European Committee for Standardization, Document CEN\/TC 250\/SC 3-N 419 E, Brussels, 1998"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB3","unstructured":"CEN. Eurocode 3, prEN-1993-1-8: 20xx, Part 1.8: Design of Joints, Eurocode 3: Design of Steel Structures, Draft 2 Rev., 6 December 2000, CEN, European Committee for Standardization, Brussels, 2000"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB4","series-title":"Structural steel semirigid connections: theory, design and software","author":"Faella","year":"2000"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB5","series-title":"Semi-rigid connections T-stub model","author":"Gebbeken","year":"1997"},{"issue":"2","key":"10.1016\/S0045-7949(02)00014-7_BIB6","doi-asserted-by":"crossref","first-page":"199","DOI":"10.1016\/S0143-974X(97)00072-2","article-title":"Modelling of steel connections","volume":"45","author":"Huber","year":"1998","journal-title":"J. Construct. Steel Res."},{"key":"10.1016\/S0045-7949(02)00014-7_BIB7","unstructured":"Janss J, Jaspart JP. Strength and behaviour of in plane weak axis joints and of 3-D joints. In: Bjorhovde R, Colson A, Zandonini R, editors. Connections in steel structures. Proceedings of the International Workshop on Joints. New York: Elsevier Applied Science; 1987"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB8","unstructured":"Jaspart JP. Etude de la semi-rigidit\u00e9 des noeuds poutre-colonne et son influence sur la resistance des ossatures en acier. PhD thesis, Department MSM, University of Li\u00e9ge, Belgium, 1991 [in French]"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB9","unstructured":"Kuhlmann U. Influence of axial forces on the component: web under compression. Proceeding of COST-C1 Working Group Meeting, C1\/WG2\/99-01. Thessaloniki, May 1999"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB10","unstructured":"Kuhlmann U, Davison JB, Kattner M. Structural systems and rotation capacity. Proceeding of COST Conference on Control of the Semi-rigid Behaviour of Civil Engineering Structural Connections, Li\u00e8ge, Belgium, 1998. p. 167\u201376"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB11","unstructured":"Kuhlmann U, Kuhnemund F. Proposal of a new design resistance of the joint component column web in compression, Internal Report. Stuttgart, Germany: University of Stuttgart; January 2001"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB12","unstructured":"LUSAS. Lusas Finite Element System, Lusas\u2013User Manual, Version 13.3. FEA\u2013\u2013Finite Element Analysis Ltd., Kingston-upon-Thames, England, 2000"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB13","doi-asserted-by":"crossref","first-page":"615","DOI":"10.1016\/S0045-7949(00)00015-8","article-title":"Equivalent post-buckling models for the flexural behaviour of steel connections","volume":"77","author":"Silva","year":"2000","journal-title":"Comput Struct"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB14","doi-asserted-by":"crossref","first-page":"45","DOI":"10.1016\/S0143-974X(00)00009-2","article-title":"A ductility model for steel connections","volume":"57","author":"Silva","year":"2001","journal-title":"J Construct Steel Res"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB15","unstructured":"Silva LS, Gerv\u00e1sio H, Rebelo C, Coelho AG. Assessment of overstrength effects in steel and composite connections using Monte Carlo methods. In: Proceedings of IABSE International Conference on Safety, Risk and Reliability Trends in Engineering, Malta, 21\u201323 March 2001. p. 229\u201330"},{"issue":"11","key":"10.1016\/S0045-7949(02)00014-7_BIB16","doi-asserted-by":"crossref","first-page":"1300","DOI":"10.1061\/(ASCE)0733-9445(1996)122:11(1300)","article-title":"Modelling for moment rotations characteristics for end-plate joints","volume":"122","author":"Shi","year":"1996","journal-title":"J Struct Engng"},{"key":"10.1016\/S0045-7949(02)00014-7_BIB17","doi-asserted-by":"crossref","unstructured":"Weynand K, Jaspart JP, Steenhuis M. The stiffness model of revised Annex J of Eurocode 3. In: Bjorhovde R, Colson A, Zandonini R, editors. Connections in steel structures III. Proceedings of the 3rd International Workshop on Connections in Steel Structures. Trento, Italy, 1995. p. 441\u201352","DOI":"10.1016\/B978-008042821-5\/50100-0"},{"issue":"3","key":"10.1016\/S0045-7949(02)00014-7_BIB18","doi-asserted-by":"crossref","first-page":"615","DOI":"10.1061\/(ASCE)0733-9445(1986)112:3(615)","article-title":"Moment\u2013rotation curves for bolted connections","volume":"112","author":"Yee","year":"1986","journal-title":"J Struct Engng ASCE"},{"issue":"1","key":"10.1016\/S0045-7949(02)00014-7_BIB19","first-page":"1","article-title":"A design method for the tension side of statically-loaded bolted beam-to-column joints","volume":"20","author":"Zoetemeijer","year":"1974","journal-title":"Heron"}],"container-title":["Computers &amp; Structures"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0045794902000147?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0045794902000147?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2020,1,8]],"date-time":"2020-01-08T03:41:33Z","timestamp":1578454893000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0045794902000147"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2002,3]]},"references-count":19,"journal-issue":{"issue":"5-6","published-print":{"date-parts":[[2002,3]]}},"alternative-id":["S0045794902000147"],"URL":"https:\/\/doi.org\/10.1016\/s0045-7949(02)00014-7","relation":{},"ISSN":["0045-7949"],"issn-type":[{"value":"0045-7949","type":"print"}],"subject":[],"published":{"date-parts":[[2002,3]]}}}