Numerical characterisation of reaction forces’ contribution to initial stiffness in speed-lock beam-to-upright connections-Reference-Cited by-同舟云学术

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Numerical characterisation of reaction forces’ contribution to initial stiffness in speed-lock beam-to-upright connections

Published:2024-12 Issue: Volume:223 Page:108995
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Santamaria David^ORCID,Oyanguren Aitor^ORCID,Iñurritegui Aurea^ORCID,Larrañaga Jon,Ulacia Ibai^ORCID

Publisher

Elsevier BV

Reference40 articles.

1. Experimental analysis of semirigid boltless connectors;Markazi;Thin-Walled Struct.,1997

2. Numerical analysis of beam-to-column connection of pallet racks;Vujanac;IOP Conf. Ser.: Mater. Sci. Eng.,2018

3. Monotonic and cyclic response of speed-lock connections with bolts in storage racks;Yin;Eng. Struct.,2016

4. Economy Studies of Steel Building Frames with Semi-RigidJoints;Weynand;J. Constr. Steel Res.,1998

5. Determination of flexibility of beam-to-column connectors used in thin walled cold-formed steel pallet racking systems;Bajoria;Thin-Walled Struct.,2006

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