STUDI RESPON KAPASITAS PILAR BETON BERTULANG JEMBATAN TERHADAP BEBAN GEMPA HORISONTAL
To get stability of column structure, a single column of pier bridge generally have a big dimension exceeded strength capacity of section which is needed. In this thesis is studied about impact of a big column dimension to behavior of structure of bridge pier moment earthquake loads work. The method...
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| 主要作者: | |
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| 格式: | Theses |
| 語言: | Indonesia |
| 在線閱讀: | https://digilib.itb.ac.id/gdl/view/3184 |
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| 機構: | Institut Teknologi Bandung |
| 語言: | Indonesia |