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This second paper covers interactions involving global buckling modes, namely local\u2010distortional\u2010global (L\u2010D\u2010G), distortional\u2010global (D\u2010G) and global\u2010global (flexural\u2010torsional\/flexural \u2013 FT\u2010F) interaction \u2013 note that local\u2010global (L\u2010G) interaction, already well mastered by the technical\/scientific community, is not dealt with. Like Part 1 [1], this paper also addresses experimental tests, numerical simulations and DSM\u2010based design approaches, intended to i) acquire in\u2010depth knowledge on the non\u2010linear behaviour (elastic and elastic\u2010plastic), load\u2010carrying capacity and failure mode nature of the members under consideration, and ii) make use of the above knowledge to develop, propose and assess the merits of efficient DSM\u2010based design approaches to estimate their failure loads\/moments. Taking into account the fundamental concepts and DSM design curves presented in Part 1 [1], the paper addresses separately each mode coupling phenomenon dealt with, for columns, and only D\u2010G interaction for beams \u2013 recall that L\u2010D interaction (columns and beams) was covered in Part 1 [1]. For columns undergoing L\u2010D\u2010G interaction and angle columns susceptible to FT\u2010F interaction, the work reported includes experimental studies, numerical simulations and DSM\u2010based design considerations and\/or guidelines. For columns and beams experiencing D\u2010G interaction and channel columns prone to FT\u2010F coupling, only numerical results are reported \u2013 they reveal surprising behavioural features that will be very useful in planning future test campaigns and achieving efficient design approaches. Finally, the two\u2010part paper closes with a few concluding remarks and a perspective about future developments in this field.<\/jats:p>","DOI":"10.1002\/stco.202000044","type":"journal-article","created":{"date-parts":[[2020,9,4]],"date-time":"2020-09-04T08:20:30Z","timestamp":1599207630000},"page":"186-207","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":25,"title":["Mode interaction in cold\u2010formed steel members: state\u2010of\u2010art report"],"prefix":"10.1002","volume":"13","author":[{"given":"Dinar","family":"Camotim","sequence":"first","affiliation":[{"name":"CERIS, Instituto Superior T\u00e9cnico Universidade de Lisboa  Av. Rovisco Pais 1 1049\u2010001 Lisboa Portugal"}]},{"given":"Andr\u00e9 Dias","family":"Martins","sequence":"additional","affiliation":[{"name":"CERIS, Instituto Superior T\u00e9cnico Universidade de Lisboa  Av. Rovisco Pais 1 1049\u2010001 Lisboa Portugal"}]},{"given":"Pedro Borges","family":"Dinis","sequence":"additional","affiliation":[{"name":"CERIS, Instituto Superior T\u00e9cnico Universidade de Lisboa  Av. Rovisco Pais 1 1049\u2010001 Lisboa Portugal"}]},{"given":"Ben","family":"Young","sequence":"additional","affiliation":[{"name":"Department of Civil &amp; Environmental Engineering The Hong Kong Polytechnic University  Hong Kong China"}]},{"given":"Man\u2010Tai","family":"Chen","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Ocean Engineering and Shanghai Key Laboratory for Digital Maintenance of Buildings &amp; Infrastructure, Department of Civil Engineering Shanghai Jiao Tong University  Shanghai 200240 China"}]},{"given":"Alexandre","family":"Landesmann","sequence":"additional","affiliation":[{"name":"PEC\/COPPE \u2013 Instituto Alberto Luiz Coimbra Universidade Federal do Rio de Janeiro  Rua Hor\u00e1cio Macedo, Bloco i, sl 216 (Centro de Tecnologia) 21941\u2010450 Rio de Janeiro Brazil"}]}],"member":"311","published-online":{"date-parts":[[2020,8,17]]},"reference":[{"issue":"3","key":"e_1_2_1_2_1","doi-asserted-by":"crossref","first-page":"165","DOI":"10.1002\/stco.202000036","article-title":"Mode interaction in cold\u2010formed steel members: state\u2010of\u2010art report \u2013 Part 1: Fundamentals and local\u2010distortional coupling","volume":"13","author":"Camotim D.","year":"2020","journal-title":"Steel Construction"},{"key":"e_1_2_1_3_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2017.07.011"},{"key":"e_1_2_1_4_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.tws.2017.12.002"},{"key":"e_1_2_1_5_1","doi-asserted-by":"crossref","unstructured":"Simulia Inc.(2008)Abaqus Standard (version 6.7\u20105).","DOI":"10.1016\/S1364-5439(08)70137-0"},{"issue":"6","key":"e_1_2_1_6_1","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)EM.1943-7889.0001457","article-title":"Enhanced geometrically non\u2010linear Generalized Beam Theory (GBT) formulation: derivation, numerical implementation and illustration","volume":"144","author":"Martins A. 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