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Information Journal Paper

Title

“RESEARCH NOTE” LATERAL-TORSIONAL BUCKLING OF CASTELLATED BEAMS

Pages

  153-156

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

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  • Cite

    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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