Net Section Tension Capacity of Cold-Reduced Sheet Steel Channel Braces Bolted at the Web
نویسندگان
چکیده
منابع مشابه
Evaluation of stress distribution in bolted steel angles under tension
The stress distribution in the vicinity of connections in a bolted steel angle is non-uniform because of the coupled effects of connection eccentricity, shear lag and stress concentrations. Although, some researchers have attempted finite element analysis, stipulations in various codes and specifications regarding the design of angle tension members are primarily based on the experimental studi...
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The widespread brittle failure of welded beam-to-column connections caused by the 1994 Northridge and 1995 Kobe earthquakes highlighted the need for retrofitting measures effective in reducing the strength demand imposed on connections under cyclic loading. Researchers presented the reduced beam section (RBS) as a viable option to create a weak zone away from the connection, aiding the preventi...
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This paper presents a finite element analysis on the tensile stiffness of steel bolted connections, which are fabricated from thin-walled cold-formed steel strips and members. This type of bolted connection is usually used to assemble the diagonal bracing member in the light steel structure. Unlike the architectural steel structure, thin walled steel bolted connection cannot be simplified into ...
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ژورنال
عنوان ژورنال: Journal of Structural Engineering
سال: 2013
ISSN: 0733-9445,1943-541X
DOI: 10.1061/(asce)st.1943-541x.0000650