{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,10,6]],"date-time":"2026-10-06T20:51:21Z","timestamp":1791319881163,"version":"4.3.1"},"reference-count":20,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2021,6,5]],"date-time":"2021-06-05T00:00:00Z","timestamp":1622851200000},"content-version":"vor","delay-in-days":155,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100000266","name":"Engineering and Physical Sciences Research Council","doi-asserted-by":"publisher","award":["EP\/K022377\/1"],"award-info":[{"award-number":["EP\/K022377\/1"]}],"id":[{"id":"10.13039\/501100000266","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["MethodsX"],"published-print":{"date-parts":[[2021]]},"DOI":"10.1016\/j.mex.2021.101409","type":"journal-article","created":{"date-parts":[[2021,6,6]],"date-time":"2021-06-06T19:25:09Z","timestamp":1623007509000},"page":"101409","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":7,"special_numbering":"C","title":["Full-scale cyclic testing of realistic reinforced-concrete beam-column joints"],"prefix":"10.1016","volume":"8","author":[{"given":"Jos\u00e9","family":"Melo","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Daniel A.","family":"Pohoryles","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Tiziana","family":"Rossetto","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Humberto","family":"Varum","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"78","reference":[{"key":"10.1016\/j.mex.2021.101409_bib0001","first-page":"147","article-title":"Comparative analysis of the cyclic behaviour of beam-column joints with plain and deformed reinforcing bars","volume":"4","author":"Fernandes","year":"2011","journal-title":"IBRACON Struct. Mater. J."},{"key":"10.1016\/j.mex.2021.101409_bib0002","series-title":"Characterisation of the Cyclic Response of Reinforced Concrete Elements with Plain Bars","author":"Melo","year":"2014"},{"key":"10.1016\/j.mex.2021.101409_bib0003","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)CC.1943-5614.0000865","article-title":"Experimental comparison of novel CFRP retrofit schemes for realistic full-scale RC beam\u2013column joints","volume":"22","author":"Pohoryles","year":"2018","journal-title":"J. Compos. Constr."},{"key":"10.1016\/j.mex.2021.101409_bib0004","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2021.111991","article-title":"Effect of slab and transverse beam on the FRP retrofit effectiveness for existing reinforced concrete structures under seismic loading","volume":"234","author":"Pohoryles","year":"2021","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2021.101409_bib0005","series-title":"PEER Structural Performance Database User's Manual (Version 1.0)","author":"Berry","year":"2004"},{"key":"10.1016\/j.mex.2021.101409_bib0006","doi-asserted-by":"crossref","first-page":"49","DOI":"10.1061\/(ASCE)CC.1943-5614.0000049","article-title":"State of research on seismic retrofit of RC beam-column joints with externally bonded FRP","volume":"14","author":"Bousselham","year":"2010","journal-title":"J. Compos. Constr."},{"key":"10.1016\/j.mex.2021.101409_bib0007","doi-asserted-by":"crossref","first-page":"152","DOI":"10.1061\/(ASCE)0733-9445(2001)127:2(152)","article-title":"New model for shear failure of RC interior beam-column connections","volume":"127","author":"Shiohara","year":"2001","journal-title":"J. Struct. Eng."},{"key":"10.1016\/j.mex.2021.101409_bib0008","series-title":"Earthquake Resistant Concrete Structures","author":"Kappos","year":"1996"},{"key":"10.1016\/j.mex.2021.101409_bib0009","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":"Earthq. Spectra"},{"key":"10.1016\/j.mex.2021.101409_bib0010","series-title":"Repair and Strengthening of Pre-1970 Reinforced Concrete Corner Beam-column Joints Using CFRP Composites","author":"Engindeniz","year":"2008"},{"key":"10.1016\/j.mex.2021.101409_bib0011","series-title":"Seismic Behaviour of Connections Between Precast Concrete Elements","author":"Restrepo-Posada","year":"1992"},{"key":"10.1016\/j.mex.2021.101409_bib0012","series-title":"Seismic Design, Assessment and Retrofitting of Concrete Buildings: based on EN-Eurocode 8","author":"Fardis","year":"2009"},{"key":"10.1016\/j.mex.2021.101409_bib0013","doi-asserted-by":"crossref","first-page":"575","DOI":"10.1061\/(ASCE)1090-0268(2007)11:6(575)","article-title":"Seismic response of interior RC beam-column joints upgraded with FRP sheets. I: experimental study","volume":"11","author":"Al-Salloum","year":"2007","journal-title":"J. Compos. Constr."},{"key":"10.1016\/j.mex.2021.101409_bib0014","doi-asserted-by":"crossref","first-page":"39","DOI":"10.1061\/(ASCE)1090-0268(2003)7:1(39)","article-title":"Experimental investigation of FRP-strengthened RC beam-column joints","volume":"7","author":"Antonopoulos","year":"2003","journal-title":"J. Compos. Constr."},{"key":"10.1016\/j.mex.2021.101409_bib0015","doi-asserted-by":"crossref","first-page":"435","DOI":"10.1061\/(ASCE)1090-0268(2008)12:4(435)","article-title":"Seismic rehabilitation of reinforced concrete frame interior beam-column joints with FRP composites","volume":"12","author":"Pantelides","year":"2008","journal-title":"J. Compos. Constr."},{"key":"10.1016\/j.mex.2021.101409_bib0016","doi-asserted-by":"crossref","first-page":"282","DOI":"10.1016\/j.conbuildmat.2013.12.043","article-title":"Cyclic behavior of RC beam-column joints strengthened with FRP systems","volume":"54","author":"Realfonzo","year":"2014","journal-title":"Constr. Build. Mater."},{"key":"10.1016\/j.mex.2021.101409_bib0017","doi-asserted-by":"crossref","first-page":"777","DOI":"10.1016\/j.engstruct.2007.05.008","article-title":"Effectiveness of CFRP-jackets and RC-jackets in post-earthquake and pre-earthquake retrofitting of beam\u2013column subassemblages","volume":"30","author":"Tsonos","year":"2008","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2021.101409_bib0018","series-title":"Proc. 2015 SECED Conf","article-title":"Numerical modelling of FRP-strengthened RC beam-column joints","author":"Pohoryles","year":"2015"},{"key":"10.1016\/j.mex.2021.101409_bib0019","series-title":"Realistic FRP Seismic Strengthening Schemes For Interior Reinforced Concrete Beam-Column Joints","author":"Pohoryles","year":"2017"},{"key":"10.1016\/j.mex.2021.101409_bib0020","first-page":"892","article-title":"Plastic-damage model for cyclic loading of concrete structures","volume":"124","author":"Lee","year":"1998","journal-title":"J. Eng. Mech."}],"container-title":["MethodsX"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S2215016121002028?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S2215016121002028?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,10,6]],"date-time":"2026-10-06T20:05:12Z","timestamp":1791317112000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S2215016121002028"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021]]},"references-count":20,"alternative-id":["S2215016121002028"],"URL":"https:\/\/doi.org\/10.1016\/j.mex.2021.101409","relation":{},"ISSN":["2215-0161"],"issn-type":[{"value":"2215-0161","type":"print"}],"subject":[],"published":{"date-parts":[[2021]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Full-scale cyclic testing of realistic reinforced-concrete beam-column joints","name":"articletitle","label":"Article Title"},{"value":"MethodsX","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.mex.2021.101409","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2021 The Authors. Published by Elsevier B.V.","name":"copyright","label":"Copyright"}],"article-number":"101409"}}