ANALISIS NONLINIER KARAKTERISTIK DINAMIK STRUKTUR JEMBATAN CABLE-STAYED DENGAN METODA ELEMEN HINGGA

<b></i>Abstract : </b><i><p align=\"justify\"> <br /> Based on the aeroelastic instability calculation, the dynamic characteristic of a bridge must have certain values, especially for the first vertical bending mode and the first torsion mode. From stud...

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Bibliographic Details
Main Author: Gunawan (NIM 25098058), Iwan
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/4935
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Institution: Institut Teknologi Bandung
Language: Indonesia
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