ANALYSIS OF LATERAL-TORSIONAL BUCKLING (WARPING) OF STEEL I-BEAM WITH INITIAL IMPERFECTION

The strength of a beam is often controlled by lateral torsional buckling boundary conditions. To calculate the type of lateral torsional buckling failure, AISC has provided equations but the equation has not taken into account the effects of initial imperfections and upper flange loading, where i...

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Bibliographic Details
Main Author: Lili Shintike, Yosephine
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/39865
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Institution: Institut Teknologi Bandung
Language: Indonesia
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