PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN
Prambanan temple is one of the historical heritages of Hindu people in Indonesia which recognized as the world heritages by UNESCO. Nowadays, Prambanan temple becomes tourism asset with high historical value. The maintenance of the temple body has been done continuously, to monitor the displacement...
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Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2014
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author | , ARI WICAKSONO , Ir. Nurrohmat Widjajanti, MT., Ph.D. |
author_facet | , ARI WICAKSONO , Ir. Nurrohmat Widjajanti, MT., Ph.D. |
author_sort | , ARI WICAKSONO |
collection | UGM |
description | Prambanan temple is one of the historical heritages of Hindu people in
Indonesia which recognized as the world heritages by UNESCO. Nowadays,
Prambanan temple becomes tourism asset with high historical value. The
maintenance of the temple body has been done continuously, to monitor the
displacement caused by the effect of temple load and natural disaster. In addition, it
due to the location of the temple which closed to active Opak fault. One of the
method used to monitor the displacement is terrestrial measurement of deformation
network located at around the temple.
This research used terrestrial measurement data, including horizontal distance
and angle of monitoring points in two observation epoch. The first measurement was
done at 2011 and then the second measurement was done at 2013. The monitoring
network consist eight points forming a closed traverse. The processing data applied
minimal constraint least square adjustment method to determine the coordinate each
epoch. Displacement analysis used three method of testing methods, such as global
congruency, strain parameter, and significance parameter tests.
The result showed that based on the global test with the confidence level of
95%, each epoch there aren�t Blunder error in measurement data. The two epoch
estimated coordinate of monitoring point is used to displacement analysis. The result
of displacement analysis showed that these displacement nevertheless were not
statistically categorizied as a significant displacement resulting from the significance
test using t-distribution. |
first_indexed | 2024-03-13T23:16:20Z |
format | Thesis |
id | oai:generic.eprints.org:127201 |
institution | Universiti Gadjah Mada |
last_indexed | 2024-03-13T23:16:20Z |
publishDate | 2014 |
publisher | [Yogyakarta] : Universitas Gadjah Mada |
record_format | dspace |
spelling | oai:generic.eprints.org:1272012016-03-04T07:52:30Z https://repository.ugm.ac.id/127201/ PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN , ARI WICAKSONO , Ir. Nurrohmat Widjajanti, MT., Ph.D. ETD Prambanan temple is one of the historical heritages of Hindu people in Indonesia which recognized as the world heritages by UNESCO. Nowadays, Prambanan temple becomes tourism asset with high historical value. The maintenance of the temple body has been done continuously, to monitor the displacement caused by the effect of temple load and natural disaster. In addition, it due to the location of the temple which closed to active Opak fault. One of the method used to monitor the displacement is terrestrial measurement of deformation network located at around the temple. This research used terrestrial measurement data, including horizontal distance and angle of monitoring points in two observation epoch. The first measurement was done at 2011 and then the second measurement was done at 2013. The monitoring network consist eight points forming a closed traverse. The processing data applied minimal constraint least square adjustment method to determine the coordinate each epoch. Displacement analysis used three method of testing methods, such as global congruency, strain parameter, and significance parameter tests. The result showed that based on the global test with the confidence level of 95%, each epoch there aren�t Blunder error in measurement data. The two epoch estimated coordinate of monitoring point is used to displacement analysis. The result of displacement analysis showed that these displacement nevertheless were not statistically categorizied as a significant displacement resulting from the significance test using t-distribution. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , ARI WICAKSONO and , Ir. Nurrohmat Widjajanti, MT., Ph.D. (2014) PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67447 |
spellingShingle | ETD , ARI WICAKSONO , Ir. Nurrohmat Widjajanti, MT., Ph.D. PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN |
title | PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN |
title_full | PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN |
title_fullStr | PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN |
title_full_unstemmed | PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN |
title_short | PENENTUAN PERGESERAN HORISONTAL CANDI PRAMBANAN |
title_sort | penentuan pergeseran horisontal candi prambanan |
topic | ETD |
work_keys_str_mv | AT ariwicaksono penentuanpergeseranhorisontalcandiprambanan AT irnurrohmatwidjajantimtphd penentuanpergeseranhorisontalcandiprambanan |