Difference between revisions of "Tugas Besar Metode Numerik - Josiah Enrico S"
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== Data Proceessing == | == Data Proceessing == | ||
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+ | ''' Elasticity Constraint''' | ||
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+ | [[File:Tugas Besar Metnum ExcelElas Jos.jpg|center]] | ||
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+ | [[File:Tugas Besar Metnum GraphElas Jos.jpg|center]] | ||
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+ | ''' Area Constraint''' | ||
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+ | [[File:Tugas Besar Metnum ExcelArea Jos.jpg|center]] | ||
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+ | [[File:Tugas Besar Metnum GraphArea Jos.jpg|center]] | ||
== Result and Analysis == | == Result and Analysis == |
Revision as of 14:40, 6 January 2021
Contents
Abstract
Introduction
Objective
- Membuat program analisis truss dan optimasi sederhana dengan Modelica
- Mengoptimasi harga pembuatan rangka truss sederhana dengan memvariasi dimensi dan elastisitas material.
Methodology
- Metode Optimasi Golden Section (univariabel)
- Metode Optimasi Golden Section (multivariabel)
Procedure
Geometri dan Load
Constraint:
- Spesifikasi L (Panjang) dan geometri rangka truss
- Gaya beban terhadap struktur (1000 N dan 2000 N)
Asumsi:
- Beban akan terdistribusi hanya pada point penghubung dan semua gaya yang dipengaruhi moment diamggap tidak ada karena sistem bersifat truss
Koleksi Data
Data Proceessing
Elasticity Constraint
Area Constraint