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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