Title of article
LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS
Author/Authors
SHOWKATI, H. urmia university - Dept of Civil Engineering, اروميه, ايران
Pages
4
From page
153
To page
156
Abstract
In this paper, the bending behavior of unbraced CSB is investigated and some empirical
equations are proposed to predict the bending coefficient of Cb . The acquired results are compared
with some published papers in the technical literature, and by applying the proposed modification
factor C c on the relations of I-sections, a very good agreement is gained.
Keywords
castellation factor , bending coefficient , lateral-torsional buckling , Castellated beam
Journal title
Iranian Journal of Science and Technology: Transactions of Civil Engineering
Serial Year
2008
Journal title
Iranian Journal of Science and Technology: Transactions of Civil Engineering
Record number
2710992
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