ANALISIS METODA KONSTRUKSI JEMBATAN CABLE-STAYED PASUPATI DENGAN PERANGKAT LUNAK SIMULASI TROBOSCOPE
A cable-stayed bridge is interesting not only because of its strength to accommodate huge loads but also interesting because of its beauty. There are a lot of cable-stayed bridge construction methods, each method has to be able to deal with the conditions of the site where the cablestayed bridge con...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/1975 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | A cable-stayed bridge is interesting not only because of its strength to accommodate huge loads but also interesting because of its beauty. There are a lot of cable-stayed bridge construction methods, each method has to be able to deal with the conditions of the site where the cablestayed bridge constructed. Every cable-stayed construction method has its own uniqueness, there are methods that require short construction time and have low cost, there are methods that require long construction time with high construction cost. The most important thing is the choice of cable-stay bridge construction method has to be able to deal with the cable-stay bridge site conditions. In connection with that, the aim of this research is to find the most appropriate cable-stay bridge construction method that deal with Pasupati cable-stay bridge construction. The parameters of the choice are construction time and cost loss. Construction time is important because it deals with the total construction cost. Cost loss is important because loss is something that has to be minimize in every project. |
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