Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints

dc.contributor.author	Lozano García, Miguel
dc.contributor.author	Serrano López, Miguel Ángel
dc.contributor.author	López-Colina Pérez, Carlos
dc.contributor.author	Wang, Y. C.
dc.date.accessioned	2019-08-21T07:33:28Z
dc.date.available	2019-08-21T07:33:28Z
dc.date.issued	2018
dc.identifier.isbn	9780815381341
dc.identifier.uri	http://hdl.handle.net/10651/51964
dc.description	International Symposium for Tubular Structures (ISTS) (16th, 2017, Melbourne, Australia)
dc.description.sponsorship	The authors would like to express their gratitude to the IEMES Research Group at Oviedo University. The financial support for this research was provided by the Spanish Ministry of Economy and Competitiveness (Project BIA2013-43177-P) and CIDECT (project 5CE). Furthermore they would also like to thank Swanson Analysis Inc. for their assistance with the use of ANSYS University program.
dc.format.extent	p. 231-237
dc.language.iso	eng
dc.relation.ispartof	Tubular Structures XVI - Proceedings of the 16th International Symposium on Tubular Structures, ISTS 2017
dc.rights	© 2018 Taylor & Francis
dc.source	Scopus
dc.source.uri	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061241880&doi=10.1201%2f9781351210843-28&partnerID=40&md5=49dd71b6f945e972fe07c38345bcc37e
dc.title	Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints
dc.type	conference output	spa
dc.identifier.doi	10.1201/9781351210843-28
dc.relation.publisherversion	http://dx.doi.org/10.1201/9781351210843-28

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