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ITS » Paper and Presentation » Teknik Kelautan
Posted by dee@its.ac.id at 27/07/2012 16:13:17  •  532 Views


PERENCANAAN STRUKTUR DERMAGA PELABUHAN TAHAN GEMPA DI PULAU SERAM, MALUKU

PLANNING STRUCTURE IN EARTHQUAKE RESISTANT DOCK ISLAND OF SERAM, MALUKU

Created by :
GULTOM, PERENLI ( 4306100117 )



SubjectBangunan pelabuhan
Alt. Subject Harbors
piers
KeywordStructure
Unity ceck
Deflection
Pulau Seram

Description:

Dalam operasionalnya struktur dermaga akan terkena beban horizontal dan beban vertikal yang besarnya tergantung keadaan di daerah tersebut. Beban vertikal berupa beban mati dan beban hidup sedangkan beban akibat gempa,beban akibat arus,beban akibat angin,beban akibat gaya tarik tapl, beban akibat benturan kapal dan beban akibat gelombang termasuk dalam beban horizontal. Perencanaan ini akan menggunakan tiang pancang yang terbuat dari beton dan tiang pancang yang terbuat dari baja tetapi menggunakan bangunan atas yang sama. Pada perencanaan ini akan mencari UC yang sama anatara dermaga yang menggunakan tiang pancang beton dan dermaga yang menggunakan tiang pancang baja. Pada perencanaan ini juga akan mencari perbedaan defleksi dan UC antara dermaga yang memiliki tiang pancang dengan kemiringan 1:10,kemiringan 1:8 dan kemiringan 1:6, tetapi hanya akan membandingkan kemiringan tiang pancang yang memiliki bahan yang sama. Perencanaan ini akan dilakukan denagan memodelkan struktur dermaga dan pembebananya dengan menggunakan SACS 5.2. Hasil dari perencanaan ini mengetahui lay out dari dermaga, bahwa pada lokasi perencanaan ini ,tiang pancang yang terbuat dari beton dan tiang pancang dermaga yang terbuat dari baja akan memiliki UC yang sama yaitu 0,51 apabila tiang pancang dari beton memiliki diameter 1000 mm dengan ketebalan 140 mm dan tiang pancang dari baja memiliki diameter 914,4 mm dengan ketebalan 16 mm, dan juga pada perencanaan ini akan menghasilkan bahwa semakin besar kemiringan dari tiang pancang maka defleksinya akan semakin berkurang.


Alt. Description

In the operational structure of the pier will be subject to horizontal loads and vertical loads of magnitude depending on the circumstances in the area. Vertical load of dead load and live load while the load caused by the earthquake, the burden of current, due to wind loads, loads due to gravity tapl, ship collision loads and loads due to waves included in the load horizontally. These plans will use the stake made of concrete and piles made of steel but using of the same building. In this planning will find the same UC anatara pier using concrete piles and pier using steel piles. In this plan will also look for differences between the pier deflection and UC who have a stake with a slope of 1:10, 1:8 slope and the slope of 1:6, but will only compare the slope of the pile that has the same ingredients. These plans will be modeling the structure of the pier and denagan pembebananya using SACS 5.2. The results of this planning know the lay out of the dock, that the location of this planning, piling made of concrete and pier piles made of steel will have the same UC is 0.51 when the pile of concrete has a diameter of 1000 mm with a thickness 140 mm and piles of steel having a diameter of 914.4 mm with a thickness of 16 mm, and also on this planning will result in that the greater the slope of the pile defleksinya will be minor.

Contributor:
  1. Sholihin, ST., MT.
  2. Yoyok Setyo Hadiwidodo, ST., MT.
Date Create:01/02/2012
Type:Text
Format:pdf
Language:Indonesian
Identifier:ITS-paper-43021120000617
Collection ID:43021120000617
Call Number:RSKe 627.2 Gul p


Source :
Paper and Presentation of Offshore Engineering, RSKe 627.2 Gul p, 2012

Coverage :
ITS Community

Rights :
Copyright @2012 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library


Publication URL :
http://digilib.its.ac.id/perencanaan-struktur-dermaga-pelabuhan-tahan-gempa-di-pulau-seram-maluku-20261.html




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Deflection , Pulau , Pulau Seram , Seram , Structure , Unity , Unity ceck , ceck



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