EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN

Bridge is a structure that connects two area separated by rivers, swamps, strait, valley, and other obstacles. Suspension footbridge is a type of bridge that mostly used to bridging between two villages. Suspension footbridge with a 90 m span stretching between Kendalsari and Dompol village, Kemalan...

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Main Authors: , ANGGA SATRIA WANDARA, , Ir. Muh. Fauzie Siswanto, M.Sc.
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/127066/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67309
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Institution: Universitas Gadjah Mada
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spelling id-ugm-repo.1270662016-03-04T07:52:14Z https://repository.ugm.ac.id/127066/ EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN , ANGGA SATRIA WANDARA , Ir. Muh. Fauzie Siswanto, M.Sc. ETD Bridge is a structure that connects two area separated by rivers, swamps, strait, valley, and other obstacles. Suspension footbridge is a type of bridge that mostly used to bridging between two villages. Suspension footbridge with a 90 m span stretching between Kendalsari and Dompol village, Kemalang Subdistrict, Klaten District was constructed in 1993, however inspection and maintenance procedures for the bridges have never been done. In this final project, evaluation of suspension footbridge structure was performed based on safety and comfort ability requirements as a part of bridge liability requirements. Field survey, laboratory test, bridge condition index with AHP method and structural analysis modelling by SAP2000 software were performed to find out the suspension footbridge structural existing condition. The condition index for suspension footbridge structure at Kendalsari-Dompol village, Kemalang Subdistrict, Klaten District is 39,757 (fairly-bad). The bridge structure doesn�t comply the safety and comfort ability requirements, therefore the bridge doesn�t comply for the bridge liability requirements. Replacement of wooden floor, strengthening the main cable, and improving maintenance, especially at block anchorage is recommended for the bridge maintenance. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , ANGGA SATRIA WANDARA and , Ir. Muh. Fauzie Siswanto, M.Sc. (2014) EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67309
institution Universitas Gadjah Mada
building UGM Library
country Indonesia
collection Repository Civitas UGM
topic ETD
spellingShingle ETD
, ANGGA SATRIA WANDARA
, Ir. Muh. Fauzie Siswanto, M.Sc.
EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN
description Bridge is a structure that connects two area separated by rivers, swamps, strait, valley, and other obstacles. Suspension footbridge is a type of bridge that mostly used to bridging between two villages. Suspension footbridge with a 90 m span stretching between Kendalsari and Dompol village, Kemalang Subdistrict, Klaten District was constructed in 1993, however inspection and maintenance procedures for the bridges have never been done. In this final project, evaluation of suspension footbridge structure was performed based on safety and comfort ability requirements as a part of bridge liability requirements. Field survey, laboratory test, bridge condition index with AHP method and structural analysis modelling by SAP2000 software were performed to find out the suspension footbridge structural existing condition. The condition index for suspension footbridge structure at Kendalsari-Dompol village, Kemalang Subdistrict, Klaten District is 39,757 (fairly-bad). The bridge structure doesn�t comply the safety and comfort ability requirements, therefore the bridge doesn�t comply for the bridge liability requirements. Replacement of wooden floor, strengthening the main cable, and improving maintenance, especially at block anchorage is recommended for the bridge maintenance.
format Theses and Dissertations
NonPeerReviewed
author , ANGGA SATRIA WANDARA
, Ir. Muh. Fauzie Siswanto, M.Sc.
author_facet , ANGGA SATRIA WANDARA
, Ir. Muh. Fauzie Siswanto, M.Sc.
author_sort , ANGGA SATRIA WANDARA
title EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN
title_short EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN
title_full EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN
title_fullStr EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN
title_full_unstemmed EVALUASI STRUKTUR JEMBATAN GANTUNG PEJALAN KAKI DI DESA KENDALSARI-DOMPOL, KECAMATAN KEMALANG, KABUPATEN KLATEN
title_sort evaluasi struktur jembatan gantung pejalan kaki di desa kendalsari-dompol, kecamatan kemalang, kabupaten klaten
publisher [Yogyakarta] : Universitas Gadjah Mada
publishDate 2014
url https://repository.ugm.ac.id/127066/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67309
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