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...
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| 格式: | Theses |
| 語言: | Indonesia |
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| 在線閱讀: | https://digilib.itb.ac.id/gdl/view/3008 |
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