Hoehler, M.
and Andres, B.
(2018),
Influence of Fire on the Shear Capacity of Steel-Sheathed Cold-Formed Steel Framed Shear Walls, SiF18 - The 10th International Conference on Structures in Fire, Belfast, -1, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=925555
(Accessed December 12, 2024)
Official websites use .gov
A .gov website belongs to an official government organization in the United States.
Secure .gov websites use HTTPS
A lock (
) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.
Influence of Fire on the Shear Capacity of Steel-Sheathed Cold-Formed Steel Framed Shear Walls
Published
Author(s)
,
Abstract
This paper discusses experimental investigations of the influence of real fires on the lateral load-carrying capacity of steel-sheathed cold-formed steel framed shear walls. The completed Phase 1 tests showed an unexpected and important example of structure-fire interaction and highlight the relevance of the gypsum for both the thermal and mechanical behaviour of these systems. A second phase of the study currently underway is outlined, with focus given to the test program, specimen design and fire load development.Proceedings Title
SiF18 - The 10th International Conference on Structures in Fire
Conference Dates
June 6-8, 2018
Conference Location
Belfast
Pub Type
Conferences
Download Paper
Keywords
cold-formed steel, fire, lateral force-resisting systems, shear wall, Sure-Board
Citation
Issues
If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.
Created June 6, 2018, Updated June 12, 2018