ANAUSIS NONLINIER KARAKTERISTIK DINAMIK STRUKTUR JEMBATAN CABLE-STAYED DENGAN METODA ELEMEN HINGGA
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 studies carried out since, it has been seen that the torsional and bending frequencies must be sufficien...
Saved in:
Main Author: | Gunawan, Iwan |
---|---|
Format: | Theses |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/3008 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
ANALISIS NONLINIER KARAKTERISTIK DINAMIK STRUKTUR JEMBATAN CABLE-STAYED DENGAN METODA ELEMEN HINGGA
by: Gunawan (NIM 25098058), Iwan -
Analisis Nonlinier Struktur Jembatan Cable-Stayed dengan Metoda Elemen Hingga
by: Gunawan Adiwijaya, Iwan -
ANALISIS KEKUATAN LENTUR BALOK - T MENERUS BETON BERTULANG DENGAN METODE ELEMEN HINGGA
by: Thamrin, Rendy -
STUDI MODEL MATEMATIKA KECEPATAN ALIRAN DI TIKUNGAN BERKRIB DENGAN MENGGUNAKAN METODA MAC CORMACK EKSPLISIT-CURVELINIER
by: TTP Sihotang, Yosef -
ANALISIS KARAKTERISTIK DINAMIK NONLINIER STRUKTUR JEMBATAN GANTUNG (SUSPENSION BRIDGE) DENGAN METODE ELEMEN HINGGA.
by: Darma, Edifrizal