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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| المؤلف الرئيسي: | |
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| التنسيق: | Theses |
| اللغة: | Indonesia |
| الوصول للمادة أونلاين: | https://digilib.itb.ac.id/gdl/view/1143 |
| الوسوم: |
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| الملخص: | 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. |
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