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Please use this identifier to cite or link to this item: http://hdl.handle.net/10651/51964

Title: Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints
Author(s): Lozano García, Miguel
Serrano López, Miguel Ángel
López-Colina Pérez, Carlos
Wang, Y. C.
Issue date: 2018
Publisher version: http://dx.doi.org/10.1201/9781351210843-28
Format extent: p. 231-237
Description: International Symposium for Tubular Structures (ISTS) (16th, 2017, Melbourne, Australia)
URI: http://hdl.handle.net/10651/51964
ISBN: 9780815381341
Sponsored: 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.
Appears in Collections:Ponencias, Discursos y Conferencias

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