Studi Penentuan Gerakan Vertikal Pada Candi Borobudur
One of the geodetic contributions in the deformation monitoring of Borobudur temple is to provide vertical movement of the temple. The movement is derived from a kinematic model of the leveling network which are observed yearly. This study is carried out based on the difference elevation of the leve...
| Main Author: | |
|---|---|
| Format: | Article |
| Published: |
[Yogyakarta] : Program Pascasarjana Universitas Gadjah Mada
2000
|
| Subjects: |
| _version_ | 1797018290763071488 |
|---|---|
| author | Perpustakaan UGM, i-lib |
| author_facet | Perpustakaan UGM, i-lib |
| author_sort | Perpustakaan UGM, i-lib |
| collection | UGM |
| description | One of the geodetic contributions in the deformation monitoring of Borobudur temple is to provide vertical movement of the temple. The movement is derived from a kinematic model of the leveling network which are observed yearly.
This study is carried out based on the difference elevation of the leveling network derived from two epoch observations. To analyze the vertical movement, conformality network and stability objects point tests tire implemented.
The negative vertical movement is 0.092 mm (point 1) to 7.996 mm (point D) and the positive vertical movement is 0.092 mm (point 29) to 8.179 mm (point 38). The result of confor�zality network and stability objects point tests by statistical method show that this movement is still considered as stable. It means that there is not vertical deformation in Borobudur temple. |
| first_indexed | 2024-03-05T22:58:18Z |
| format | Article |
| id | oai:generic.eprints.org:20657 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T18:41:41Z |
| publishDate | 2000 |
| publisher | [Yogyakarta] : Program Pascasarjana Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:206572014-06-18T00:34:35Z https://repository.ugm.ac.id/20657/ Studi Penentuan Gerakan Vertikal Pada Candi Borobudur Perpustakaan UGM, i-lib Jurnal i-lib UGM One of the geodetic contributions in the deformation monitoring of Borobudur temple is to provide vertical movement of the temple. The movement is derived from a kinematic model of the leveling network which are observed yearly. This study is carried out based on the difference elevation of the leveling network derived from two epoch observations. To analyze the vertical movement, conformality network and stability objects point tests tire implemented. The negative vertical movement is 0.092 mm (point 1) to 7.996 mm (point D) and the positive vertical movement is 0.092 mm (point 29) to 8.179 mm (point 38). The result of confor�zality network and stability objects point tests by statistical method show that this movement is still considered as stable. It means that there is not vertical deformation in Borobudur temple. [Yogyakarta] : Program Pascasarjana Universitas Gadjah Mada 2000 Article NonPeerReviewed Perpustakaan UGM, i-lib (2000) Studi Penentuan Gerakan Vertikal Pada Candi Borobudur. Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=3511 |
| spellingShingle | Jurnal i-lib UGM Perpustakaan UGM, i-lib Studi Penentuan Gerakan Vertikal Pada Candi Borobudur |
| title | Studi Penentuan Gerakan Vertikal Pada Candi Borobudur |
| title_full | Studi Penentuan Gerakan Vertikal Pada Candi Borobudur |
| title_fullStr | Studi Penentuan Gerakan Vertikal Pada Candi Borobudur |
| title_full_unstemmed | Studi Penentuan Gerakan Vertikal Pada Candi Borobudur |
| title_short | Studi Penentuan Gerakan Vertikal Pada Candi Borobudur |
| title_sort | studi penentuan gerakan vertikal pada candi borobudur |
| topic | Jurnal i-lib UGM |
| work_keys_str_mv | AT perpustakaanugmilib studipenentuangerakanvertikalpadacandiborobudur |