{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,3,26]],"date-time":"2025-03-26T21:19:07Z","timestamp":1743023947292,"version":"3.40.3"},"publisher-location":"Singapore","reference-count":18,"publisher":"Springer Nature Singapore","isbn-type":[{"type":"print","value":"9789819933617"},{"type":"electronic","value":"9789819933624"}],"license":[{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"},{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2024]]},"DOI":"10.1007\/978-981-99-3362-4_40","type":"book-chapter","created":{"date-parts":[[2024,1,20]],"date-time":"2024-01-20T18:01:36Z","timestamp":1705773696000},"page":"507-516","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["The Cyclic Behavior of I-Shaped Steel Deep Beams Reinforced with CFRP"],"prefix":"10.1007","author":[{"given":"Anis","family":"Mohabeddine","sequence":"first","affiliation":[]},{"given":"Cyrus","family":"Eshaghi","sequence":"additional","affiliation":[]},{"given":"Jos\u00e9","family":"Correia","sequence":"additional","affiliation":[]},{"given":"Jos\u00e9 Miguel","family":"Castro","sequence":"additional","affiliation":[]}],"member":"297","published-online":{"date-parts":[[2024,1,21]]},"reference":[{"key":"40_CR1","doi-asserted-by":"crossref","unstructured":"Aniello MD, Landolfo R, Piluso V, et al (2012) Ultimate behavior of steel beams under non-uniform bending. J Constr Steel Res 78:144\u2013158","DOI":"10.1016\/j.jcsr.2012.07.003"},{"key":"40_CR2","doi-asserted-by":"crossref","unstructured":"Mohabeddine A, Koudri YW, Correia JAFO, et al (2021) Rotation capacity of steel members for the seismic assessment of steel buildings. Eng Struct 244:112760","DOI":"10.1016\/j.engstruct.2021.112760"},{"key":"40_CR3","doi-asserted-by":"publisher","first-page":"11","DOI":"10.1016\/j.jcsr.2017.04.004","volume":"135","author":"M Ara\u00fajo","year":"2017","unstructured":"Ara\u00fajo M, Macedo L, Castro JM (2017) Evaluation of the rotation capacity limits of steel members defined in EC8-3. J Constr Steel Res 135:11\u201329","journal-title":"J Constr Steel Res"},{"key":"40_CR4","unstructured":"Landolfo R (2018) Equaljoints PLUS: volume with information brochures for 4 seismically qualified joints, 1 st edn, Coimbra"},{"key":"40_CR5","unstructured":"ANSI\/AISC, AISC 341-16 (2016) Seismic Provisions for Structural Steel Buildings, AMERICAN I, Chicago"},{"key":"40_CR6","unstructured":"Ekiz E, El-tawil S, Parra-montesinos G, et al (2004) Enhanching plastic hinge behavior in steel flexural members using CFRP wraps. In: 13th world conference on earthquake engineering, vol 2496"},{"key":"40_CR7","doi-asserted-by":"crossref","unstructured":"Mohabeddine A, Correia JAFO, Montenegro PA, et al (2021) Fatigue crack growth modelling for cracked small-scale structural details repaired with CFRP. Thin-Walled Struct 161:107525","DOI":"10.1016\/j.tws.2021.107525"},{"key":"40_CR8","doi-asserted-by":"crossref","unstructured":"Mohabeddine A, Correia JAFO, Castro JM, et al (2021) Numerical investigation on the fatigue life of non\u2010cracked metallic plates repaired with bonded CFRP. ce\/papers 4(2\u20134):1135\u20131144","DOI":"10.1002\/cepa.1405"},{"key":"40_CR9","doi-asserted-by":"crossref","unstructured":"Mohabeddine A, Correia J, Pedro AM, et al (2021) Probabilistic S-N curves for CFRP retrofitted steel details. Int J Fatigue 148:106205","DOI":"10.1016\/j.ijfatigue.2021.106205"},{"key":"40_CR10","doi-asserted-by":"crossref","unstructured":"Yang Y, Zhao J, Zhang S, et al (2021) Determination of fracture toughness of an adhesive in civil engineering and interfacial damage analysis of carbon fiber reinforced polymer\u2013steel structure bonded joints. Proc. Inst. Mech. Eng. Part L J Mater Des Appl 235(11):2423\u20132440","DOI":"10.1177\/14644207211021385"},{"key":"40_CR11","doi-asserted-by":"crossref","unstructured":"dos Santos DG, Carbas RJC, Marques EAS, et al (2019) Reinforcement of CFRP joints with fibre metal laminates and additional adhesive layers. Composites Part B 165:386\u2013396","DOI":"10.1016\/j.compositesb.2019.01.096"},{"key":"40_CR12","unstructured":"British Standards (1993) BS EN 10034:1993 structural steel I and H sections tolerances on shape and dimensions"},{"key":"40_CR13","unstructured":"Mohabeddine AI, Kouidri YW, Castro JM, et al (2018) Numerical simulation and calibration of the cyclic behavior of structural steel under different loading protocols. In: 19th International colloqulum on mechanical fatigur of metals, pp 97\u201398"},{"key":"40_CR14","unstructured":"S&P Reinforcements (2020) Technical datasheet C laminates. https:\/\/www.sp-reinforcement.eu\/sites\/default\/files\/field_product_col_doc_file\/r_c-laminates_pub_tds_prod_c-laminates_v4.102020_eu_en.pdf"},{"key":"40_CR15","doi-asserted-by":"crossref","unstructured":"Turon A, D\u00e1vila CG, Camanho PP, et al (2006) An engineering solution for mesh size effects in the simulation of delamination using cohesive zone models. Eng Fract Mech 74(10):1665\u20131682","DOI":"10.1016\/j.engfracmech.2006.08.025"},{"key":"40_CR16","doi-asserted-by":"crossref","unstructured":"Carbas RJ, MArques EAS, da Silva LFM (2021) The influence of epoxy adhesive toughness on the strength of hybrid laminate adhesive joints. Appl Adhesion Sci 9(1):1","DOI":"10.1186\/s40563-020-00132-5"},{"key":"40_CR17","unstructured":"Mohabeddine AI, Eshaghi C, Correia JAFO, et al (2022) Analytical investigation of the cyclic behaviour of I-shaped steel beam with reinforced web using bonded CFRP. Steel Compos Struct 43(4):447-456"},{"key":"40_CR18","doi-asserted-by":"crossref","unstructured":"El-Tawil S, Ekiz E, Goel S, et al (2011) Retraining local and global buckling behavior of steel plastic hinges using CFRP. J Constr Steel Res 67(3):261\u2013269","DOI":"10.1016\/j.jcsr.2010.11.007"}],"container-title":["Lecture Notes in Civil Engineering","Proceedings of the 6th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/978-981-99-3362-4_40","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,1,20]],"date-time":"2024-01-20T18:04:36Z","timestamp":1705773876000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/978-981-99-3362-4_40"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024]]},"ISBN":["9789819933617","9789819933624"],"references-count":18,"URL":"https:\/\/doi.org\/10.1007\/978-981-99-3362-4_40","relation":{},"ISSN":["2366-2557","2366-2565"],"issn-type":[{"type":"print","value":"2366-2557"},{"type":"electronic","value":"2366-2565"}],"subject":[],"published":{"date-parts":[[2024]]},"assertion":[{"value":"21 January 2024","order":1,"name":"first_online","label":"First Online","group":{"name":"ChapterHistory","label":"Chapter History"}},{"value":"SMAR","order":1,"name":"conference_acronym","label":"Conference Acronym","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures","order":2,"name":"conference_name","label":"Conference Name","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"Shanghai","order":3,"name":"conference_city","label":"Conference City","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"China","order":4,"name":"conference_country","label":"Conference Country","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"2021","order":5,"name":"conference_year","label":"Conference Year","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"7 September 2021","order":7,"name":"conference_start_date","label":"Conference Start Date","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"9 September 2021","order":8,"name":"conference_end_date","label":"Conference End Date","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"6","order":9,"name":"conference_number","label":"Conference Number","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"smar2021","order":10,"name":"conference_id","label":"Conference ID","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"https:\/\/www.rilem.net\/agenda\/6th-international-conference-on-smart-monitoring-assessment-and-rehabilitation-of-civil-structures-smar-2021-1400","order":11,"name":"conference_url","label":"Conference URL","group":{"name":"ConferenceInfo","label":"Conference Information"}}]}}