{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,4,20]],"date-time":"2025-04-20T15:02:35Z","timestamp":1745161355111},"reference-count":24,"publisher":"Elsevier BV","issue":"1-3","license":[{"start":{"date-parts":[[1994,1,1]],"date-time":"1994-01-01T00:00:00Z","timestamp":757382400000},"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":["Journal of Constructional Steel Research"],"published-print":{"date-parts":[[1994,1]]},"DOI":"10.1016\/0143-974x(94)90057-4","type":"journal-article","created":{"date-parts":[[2003,3,15]],"date-time":"2003-03-15T01:23:19Z","timestamp":1047691399000},"page":"71-94","source":"Crossref","is-referenced-by-count":16,"title":["Hysteretic behaviour of steel members: Analytical models and experimental tests"],"prefix":"10.1016","volume":"29","author":[{"given":"Jo\u00e3o","family":"Azevedo","sequence":"first","affiliation":[]},{"given":"Luis","family":"Calado","sequence":"additional","affiliation":[]}],"member":"78","reference":[{"issue":"ST1","key":"10.1016\/0143-974X(94)90057-4_BIB1","first-page":"221","article-title":"Shaking table earthquake response of steel frame","volume":"105","author":"Tang","year":"1979","journal-title":"ASCE"},{"key":"10.1016\/0143-974X(94)90057-4_BIB2","doi-asserted-by":"crossref","first-page":"153","DOI":"10.1016\/0143-974X(90)90018-C","article-title":"Verification of pseudo-dynamic testing of steel members","volume":"16","author":"Elnashai","year":"1990","journal-title":"J. Constructional Steel Res."},{"issue":"ST7","key":"10.1016\/0143-974X(94)90057-4_BIB3","first-page":"1401","article-title":"Cyclic response prediction for braced steel frames","volume":"106","author":"Maison","year":"1980","journal-title":"ASCE"},{"issue":"ST9","key":"10.1016\/0143-974X(94)90057-4_BIB4","first-page":"1857","article-title":"Steel struts under severe cyclic loadings","volume":"107","author":"Popov","year":"1980","journal-title":"ASCE"},{"issue":"1","key":"10.1016\/0143-974X(94)90057-4_BIB5","first-page":"1","article-title":"Steel bent sections under cyclic loads - Experimental and numerical approaches","volume":"XXXVIII","author":"Ballio","year":"1986","journal-title":"Contruzioni Metalliche"},{"issue":"2","key":"10.1016\/0143-974X(94)90057-4_BIB6","first-page":"25","article-title":"An experimental equipment to test steel structural members and subassemblages subjected to cyclic loads","volume":"II","author":"Ballio","year":"1985","journal-title":"Ingegneria Sismica"},{"key":"10.1016\/0143-974X(94)90057-4_BIB7","doi-asserted-by":"crossref","first-page":"3","DOI":"10.1016\/0143-974X(87)90032-0","article-title":"Cyclic behaviour of axially loaded members; numerical simulation and experimental verification","volume":"7","author":"Ballio","year":"1987","journal-title":"J. Constructional Steel Res."},{"key":"10.1016\/0143-974X(94)90057-4_BIB8","series-title":"PhD dissertation","article-title":"Caracteriza\u00e7\u00e3o do comportamento de estruturas met\u00e1licas sob ac\u00e7\u00f5es s\u00edsmicas","author":"Calado","year":"1989"},{"key":"10.1016\/0143-974X(94)90057-4_BIB9","series-title":"UCB\/EERC-83\/15","article-title":"Seismic Behavior of Active Beam Links in Eccentrically Braced Frames","author":"Hjelmstad","year":"1983"},{"key":"10.1016\/0143-974X(94)90057-4_BIB10","series-title":"ECCS - European Convention for Constructional Steelwork - Technical Committee 1 - Structural Safety and Loadings","article-title":"Study on Design of Steel Building in Earthquake Zones","author":"ECCS","year":"1986"},{"issue":"ST11","key":"10.1016\/0143-974X(94)90057-4_BIB11","first-page":"1787","article-title":"Local, distortional, and lateral buckling of I beams","volume":"104","author":"Hancock","year":"1978","journal-title":"ASCE"},{"issue":"ST7","key":"10.1016\/0143-974X(94)90057-4_BIB12","first-page":"1365","article-title":"Axial hysteretic behaviour of steel members","volume":"102","author":"Higginbotham","year":"1976","journal-title":"ASCE"},{"key":"10.1016\/0143-974X(94)90057-4_BIB13","series-title":"UCB\/EERC-84\/12","article-title":"A Refined Physical Theory Model for Predicting the Seismic Behaviour of Braced Steel Frames","author":"Ikeha","year":"1984"},{"key":"10.1016\/0143-974X(94)90057-4_BIB14","series-title":"KICT Report N\u00b0 41","article-title":"Seismic Behaviour of Steel Bent Bracing System","author":"Toyama","year":"1983"},{"issue":"1","key":"10.1016\/0143-974X(94)90057-4_BIB15","first-page":"1","article-title":"Modellazioni numerica di sezioni inflesse in acciaio soggette a carichi ciclici: influenza del legame costitutivo","volume":"XLI","author":"Castiglioni","year":"1989","journal-title":"Costruzioni Metalliche"},{"issue":"2","key":"10.1016\/0143-974X(94)90057-4_BIB16","doi-asserted-by":"crossref","first-page":"1159","DOI":"10.1016\/0013-7944(83)90008-5","article-title":"Crack growth resistance characterized by the strain energy density function","volume":"18","author":"Sih","year":"1983","journal-title":"Eng. Fracture Mechanics"},{"key":"10.1016\/0143-974X(94)90057-4_BIB17","doi-asserted-by":"crossref","first-page":"A159","DOI":"10.1115\/1.4009458","article-title":"Cumulative damage in fatigue","volume":"67","author":"Miner","year":"1945","journal-title":"J. Appl. Mechanics, ASCE"},{"issue":"1","key":"10.1016\/0143-974X(94)90057-4_BIB18","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1193\/1.1585416","article-title":"Damage-limiting aseismic design of buildings","volume":"3","author":"Park","year":"1987","journal-title":"Earthquake Spectra"},{"key":"10.1016\/0143-974X(94)90057-4_BIB19","series-title":"Report N. 61","article-title":"Recommendatiobs for Experimental Studies on the Seismic Behavior of Steel Components and Materials","author":"Krawinkler","year":"1983"},{"key":"10.1016\/0143-974X(94)90057-4_BIB20","doi-asserted-by":"crossref","first-page":"41","DOI":"10.1016\/0143-974X(89)90069-2","article-title":"A model for predicting the failure of structural steel elements","volume":"14","author":"Calado","year":"1989","journal-title":"J. Constructional Steel Res."},{"key":"10.1016\/0143-974X(94)90057-4_BIB21","first-page":"3","article-title":"Definition and quantification of behaviour coefficients based on structural reliability concepts","volume":"7-C","author":"Duarte","year":"1990"},{"key":"10.1016\/0143-974X(94)90057-4_BIB22","first-page":"42","article-title":"Evaluation of the q-factor in steel framed structures: state-of-art","volume":"2","author":"Guerra","year":"1990","journal-title":"Ingegneria Sismica"},{"key":"10.1016\/0143-974X(94)90057-4_BIB23","series-title":"Proc. IABSE-ECCS Symp. Steel in Buildings","first-page":"373","article-title":"ECCS approach for the design of steel structures to resist earthquakes","author":"Ballio","year":"1985"},{"key":"10.1016\/0143-974X(94)90057-4_BIB24","first-page":"59","article-title":"Relation entre la ductilit\u00e9 locale et le facteur de comportement sismique de structures en acier","volume":"2","author":"Plumier","year":"1988","journal-title":"Construction M\u00e9tallique"}],"container-title":["Journal of Constructional Steel Research"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:0143974X94900574?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:0143974X94900574?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2021,6,5]],"date-time":"2021-06-05T15:17:13Z","timestamp":1622906233000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/0143974X94900574"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[1994,1]]},"references-count":24,"journal-issue":{"issue":"1-3","published-print":{"date-parts":[[1994,1]]}},"alternative-id":["0143974X94900574"],"URL":"https:\/\/doi.org\/10.1016\/0143-974x(94)90057-4","relation":{},"ISSN":["0143-974X"],"issn-type":[{"value":"0143-974X","type":"print"}],"subject":[],"published":{"date-parts":[[1994,1]]}}}