ANALISIS TEKUK LATERAL BALOK DENGAN METODE ELEMEN HINGGA

In this thesis lateral buckling of non-prismatic beam with non-uniform load are analysed by the finite element method. A computer program for both bifurcation and non-bifurcation buckling are developed. The results for prismatic beam with uniform load are compared with those solution are known. Exam...

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Bibliographic Details
Main Author: MURNI DEWI, SRI
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/1143
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Institution: Institut Teknologi Bandung
Language: Indonesia
Description
Summary:In this thesis lateral buckling of non-prismatic beam with non-uniform load are analysed by the finite element method. A computer program for both bifurcation and non-bifurcation buckling are developed. The results for prismatic beam with uniform load are compared with those solution are known. Example problems are given for four selected variable ie.: non-prismatic beam, non-uniform load, beam with intermediate restraints, and beam with intermediate torsion.