Studi Penentuan Gerakan Vertikal Pada Candi Borobudur
| Main Author: | Perpustakaan UGM, i-lib |
|---|---|
| Format: | Article NonPeerReviewed |
| Terbitan: |
[Yogyakarta] : Program Pascasarjana Universitas Gadjah Mada
, 2000
|
| Subjects: | |
| Online Access: |
https://repository.ugm.ac.id/20657/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=3511 |
Daftar Isi:
- 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 conforï� ́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.