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Design of concrete-filled high strength steel tubular X-joints subjected to compression

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Design of concrete-filled high strength steel tubular X-joints subjected to compression

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Li, H.; Young, B. (2018). Design of concrete-filled high strength steel tubular X-joints subjected to compression. Editorial Universitat Politècnica de València. 483-490. https://doi.org/10.4995/ASCCS2018.2018.7062

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/108224

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Title: Design of concrete-filled high strength steel tubular X-joints subjected to compression
Author: Li, Hai-Ting Young, Ben
Issued date:
Abstract:
[EN] The structural performance and design of concrete-filled high strength steel tubular X-joints subjected to compression are investigated. A numerical investigation on the behaviour of concrete-filled high strength steel ...[+]
Subjects: Cold-formed steel , Concrete-filled , Connections , Finite-element analysis , High strength steel , Tubular joints
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
ISBN: 9788490486016
DOI: 10.4995/ASCCS2018.2018.7062
Publisher:
Editorial Universitat Politècnica de València
Publisher version: http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7062
Conference name: 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018
Conference place: Valencia, Spain
Conference date: Junio 27-29,2018
Thanks:
The research work described in this paper was supported by a grant from the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. 17209614).
Type: Capítulo de libro Comunicación en congreso

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