Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams
Loading...
Files
Date
2017
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Asce-Amer Soc Civil Engineers
Open Access Color
BRONZE
Green Open Access
Yes
OpenAIRE Downloads
OpenAIRE Views
Publicly Funded
No
Abstract
Light-gauge metal sheeting is often used in steel building and bridge industries as concrete deck formwork. Besides providing support to the fresh concrete, the sheeting acts as a shear diaphragm and provides continuous lateral bracing to the top flanges of the beams to which they are attached. An adequate stability-bracing system must possess sufficient stiffness and strength to control deformations and brace forces. Strength requirements for shear diaphragms are currently not well established. A computational study was conducted to develop strength requirements for shear diaphragms bracing simply supported steel beams. Both end-fastener and sidelap-fastener connections were modeled in the study. To the best of the authors' knowledge, this is the first study to quantify the stability-induced forces in sidelap fasteners. The effects of deck width and number of end and sidelap fasteners on brace forces were investigated. Expressions were developed to estimate the stability-induced brace forces in end-fastener and sidelap-fastener connections. (C) 2016 American Society of Civil Engineers.
Description
Keywords
Shear diaphragms, Steel beams, Bracing, Strength requirements, Construction, Deck Forms, Stiffness, Behavior, Strength requirements, Shear diaphragms, Bracing, Steel beams, Construction
Fields of Science
02 engineering and technology, 0201 civil engineering
Citation
WoS Q
Q1
Scopus Q
Q1

OpenCitations Citation Count
1
Source
Journal of Structural Engıneerıng
Volume
143
Issue
4
Start Page
End Page
PlumX Metrics
Citations
CrossRef : 1
Scopus : 3
Captures
Mendeley Readers : 9
SCOPUS™ Citations
3
checked on Mar 17, 2026
Web of Science™ Citations
1
checked on Mar 17, 2026
Page Views
4
checked on Mar 17, 2026
Google Scholar™


