Kechidi, S, Banks, N and Iuorio, O orcid.org/0000-0003-0464-296X (2021) Contribution of OSB Sheathing to Racking Capacity of Cold-Formed Steel Frames. In: Burgess, I, (ed.) ce/papers. Eurosteel 2021: The 9th European Conference on Steel and Composite Structures, 01-03 Sep 2021, Sheffield, United Kingdom. Ernst und Sohn , pp. 393-400.
Abstract
In recent years, new innovative systems to ensure high structural and environmental performance have emerged in constructional steel practice. Among others, modular construction using cold-formed steel (CFS) frames which offer some advantages over conventional structural system counterparts, such as high strength-to-weight ratio, controlled material quality and sustainability. Wood-sheathed shear wall is one of the lateral load resisting systems adopted in CFS modular construction. It is composed of CFS C-shaped framing members (chord studs, studs and tracks) attached to wood sheathing using fasteners. The resistance capacity of these shear walls, when subjected to in-plan lateral loads, is governed by the connections between the frame and the sheathing board. It is therefore crucial to quantify the shear capacity of sheathing-to-frame fasteners. In this context, a testing rig was developed consisting of two CFS lipped channels facing back-to-back connected on the flanges by oriented strand board (OSB) and loaded such that the 8 connecting fasteners experience shear. The prevailing role of sheathing thickness and fastener type is highlighted in the results. The experimental results are summarized for further use in the analysis of shear walls under lateral load.
Metadata
Item Type: | Proceedings Paper |
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Copyright, Publisher and Additional Information: | © 2021 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin. This is the peer reviewed version of the following article: Kechidi, S., Banks, N. and Iuorio, O. (2021), Contribution of OSB Sheathing to Racking Capacity of Cold-Formed Steel Frames. ce/papers, 4: 393-400, which has been published in final form at https://doi.org/10.1002/cepa.1308. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited. |
Keywords: | Cold-Formed Steel; Sheathed Shear Wall; Fastener Behaviour; Monotonic Test; Shear Strength |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 29 May 2020 13:26 |
Last Modified: | 29 Jan 2024 20:40 |
Status: | Published |
Publisher: | Ernst und Sohn |
Identification Number: | 10.1002/cepa.1308 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:160916 |