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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Main Author: | Lili Shintike, Yosephine |
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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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