Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/1548
Title: Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams
Authors: Egilmez, O. Ozgur
Vardaroglu, Mustafa
Akbaba, Andac
Keywords: Shear diaphragms
Steel beams
Bracing
Strength requirements
Construction
Deck Forms
Stiffness
Behavior
Publisher: Asce-Amer Soc Civil Engineers
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.
URI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001706
https://hdl.handle.net/20.500.14365/1548
ISSN: 0733-9445
1943-541X
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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