ANALISIS STRUKTUR KONFIGURASI TIANG DERMAGA TERHADAP GAYA LATERAL
| dc.contributor.author | Ismeddiyanto | |
| dc.contributor.author | Sutikno, Sigit | |
| dc.date.accessioned | 2012-11-07T09:59:20Z | |
| dc.date.available | 2012-11-07T09:59:20Z | |
| dc.date.issued | 2012-11-07 | |
| dc.description.abstract | Planning and design of jetty for general cargo port always use piles for its lower structure. Arrangement of Pile configuration in jetty is very important thing in stability of structure as well as for construction cost. This research has analysed structurally three alternatives of pile configuration design, those are pile configuration Type-], Type-2, and Type-3. The Type-I and Type-2 are the conventional configuration pile that are the most commonly designed. The Type-3 is a configuration piles that is proposed to be the more stable structure than the conventional configurations. All of the alternatives configuration are analyzed structuraly using SAP 2000 VI 1.0.0 to find maximum lateral displacement, axial force, shear force, and moment in pile. Base on the result of structural analysisis can be concluded that jetty Type-3 is the most | en_US |
| dc.identifier.isbn | 9789797921355 | |
| dc.identifier.uri | http://repository.unri.ac.id:80/handle/123456789/414 | |
| dc.language.iso | en | en_US |
| dc.subject | Pile Configuration | en_US |
| dc.subject | SAP | en_US |
| dc.title | ANALISIS STRUKTUR KONFIGURASI TIANG DERMAGA TERHADAP GAYA LATERAL | en_US |
| dc.type | Article | en_US |
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