“RESEARCH NOTE” LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS

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SHOUKATI H.

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Paper Information

Journal: IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING Year:2008 | Volume:32 | Issue:B2 Page(s): 153-156

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Information Journal Paper

Title

“RESEARCH NOTE” LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS

Author(s)

SHOUKATI H. | Issue Writer Certificate

Keywords

CASTELLATED BEAMQ3

LATERAL-TORSIONAL BUCKLINGQ3

BENDING COEFFICIENTQ3

CASTELLATION FACTORQ3

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 Cc on the relations of I-sections, a very good agreement is gained.

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APA: Copy

SHOUKATI, H.. (2008). “RESEARCH NOTE” LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 32(B2), 153-156. SID. https://sid.ir/paper/62381/en

Vancouver: Copy

SHOUKATI H.. “RESEARCH NOTE” LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2008;32(B2):153-156. Available from: https://sid.ir/paper/62381/en

IEEE: Copy

H. SHOUKATI, ““RESEARCH NOTE” LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 32, no. B2, pp. 153–156, 2008, [Online]. Available: https://sid.ir/paper/62381/en

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