STUDI PERENCANAAN STRUKTUR BANGUNAN ATAS (CABLE STAYED) JEMBATAN KEMBAR SAMARINDA
| Main Author: | NOOR, RUSANDI |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2014
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15308/ |
| ctrlnum |
15308 |
|---|---|
| fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.umm.ac.id/15308/</relation><title>STUDI PERENCANAAN STRUKTUR BANGUNAN ATAS (CABLE STAYED) JEMBATAN KEMBAR SAMARINDA</title><creator>NOOR, RUSANDI</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Fan -type cable stay bridge is one of several types of long-span Bridges ( 200 m - 2000 m ) . In the cable stay bridge type fan that has become a favorite type of geometric efficiency and good bridge adjustment .
This thesis explores the design of the structure above Twin Bridges Samarinda , which connects the city Samarinda and Samarinda Seberang . As a solution to facilitate the flow of traffic on roads inland city Samarinda - Samarinda Seberang and also to reduce congestion on the bridge Mahakam 1 . The bridge has a total span of 400 m is divided into two spans of 80 m each and one along the central span of 240 m and is above the Mahakam River . Planning floor steel box girder bridge wear ( orthotropic ) with 2 m high , 20 m long and 20 m wide , which is divided into 21 segments . Type of planning wired cable used is the type of Cable Stayed Fan ( VSL 7 - Wire Strand ) , the pylon shape Diamond . Total height of the pylon ( reinforced concrete ) 116 m from the river water level . Perletaklan used is Mobile Spherical Bearings. Planning is assisted by using Staad Pro V8i computer program to analyze the overall behavior of the main structure . The result of this planning is obtained dimensional box girder structures , cables and anchors, pylon and placement by using a reference RSNI regulatory T - 02-2005 , RSNI T - 03-2005 , Pd T -04 -2004- B , Pd T - 12-2005 - B , BMS '92 and SNI 03-2847-2002 . In addition the stability of the bridge against the wind and earthquakes also be controlled using dynamic analysis.</description><date>2014</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><identifier> NOOR, RUSANDI (2014) STUDI PERENCANAAN STRUKTUR BANGUNAN ATAS (CABLE STAYED) JEMBATAN KEMBAR SAMARINDA. Other thesis, University of Muhammadiyah Malang. </identifier><recordID>15308</recordID></dc>
|
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview |
| author |
NOOR, RUSANDI |
| title |
STUDI PERENCANAAN STRUKTUR BANGUNAN ATAS (CABLE STAYED) JEMBATAN KEMBAR SAMARINDA |
| publishDate |
2014 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.umm.ac.id/15308/ |
| contents |
Fan -type cable stay bridge is one of several types of long-span Bridges ( 200 m - 2000 m ) . In the cable stay bridge type fan that has become a favorite type of geometric efficiency and good bridge adjustment .
This thesis explores the design of the structure above Twin Bridges Samarinda , which connects the city Samarinda and Samarinda Seberang . As a solution to facilitate the flow of traffic on roads inland city Samarinda - Samarinda Seberang and also to reduce congestion on the bridge Mahakam 1 . The bridge has a total span of 400 m is divided into two spans of 80 m each and one along the central span of 240 m and is above the Mahakam River . Planning floor steel box girder bridge wear ( orthotropic ) with 2 m high , 20 m long and 20 m wide , which is divided into 21 segments . Type of planning wired cable used is the type of Cable Stayed Fan ( VSL 7 - Wire Strand ) , the pylon shape Diamond . Total height of the pylon ( reinforced concrete ) 116 m from the river water level . Perletaklan used is Mobile Spherical Bearings. Planning is assisted by using Staad Pro V8i computer program to analyze the overall behavior of the main structure . The result of this planning is obtained dimensional box girder structures , cables and anchors, pylon and placement by using a reference RSNI regulatory T - 02-2005 , RSNI T - 03-2005 , Pd T -04 -2004- B , Pd T - 12-2005 - B , BMS '92 and SNI 03-2847-2002 . In addition the stability of the bridge against the wind and earthquakes also be controlled using dynamic analysis. |
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IOS4109.15308 |
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Universitas Muhammadiyah Malang |
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136 |
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library:university library |
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Perpustakaan Universitas Muhammadiyah Malang |
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546 |
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UMM Institutional Repository |
| repository_id |
4109 |
| city |
MALANG |
| province |
JAWA TIMUR |
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IOS4109 |
| first_indexed |
2017-03-21T02:43:18Z |
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2017-03-21T02:43:18Z |
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dc |
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1675924218635616256 |
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17.538404 |