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- W4247015404 abstract "This paper presents a simplified approach for the design of semi-continuous composite beams in braced frames, where specific attention is given to the effect of joint rotational stiffness. A simple composite beam model is proposed incorporating the effects of semi-rigid end connections and the nonprismatic properties of a 'cracked' steel-concrete beam. This beam model is extended to a sub-frame in which the restraining effects from the adjoining members are considered. Parametric studies are performed on several sub-frame models and the results are used to show that it is possible to correlate the amount of moment redistribution of semi-continuous beam within the sub-frame using an equivalent stiffness of the connection. Deflection equations are derived for semi-continuous composite beams subjected to various loading and parametric studies on beam vibrations are conducted. The proposed method may be applied using a simple computer or spreadsheet program." @default.
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- W4247015404 date "2001-01-01" @default.
- W4247015404 modified "2023-10-16" @default.
- W4247015404 title "Practical design guidlines for semi-continuous composite braced frames" @default.
- W4247015404 doi "https://doi.org/10.1296/scs2001.01.02.05" @default.
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