ANALISIS DEFORMASI STRUKTUR JEMBATAN MENGGUNAKAN TEKNOLOGI TERRESTRIAL LASER SCANNER (Studi Kasus: Jembatan Cimeta Kilometer 117 Jalan Tol Purbaleunyi)
Structural deformation analysis began to be applied to the bridges on the Purbaleunyi Toll Road as a monitoring effort. This research was formed specifically to discuss the structural deformation analysis on one of the bridges, the Cimeta Bridge located at kilometer 117. The Terrestrial Laser Sca...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/43637 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Structural deformation analysis began to be applied to the bridges on the Purbaleunyi
Toll Road as a monitoring effort. This research was formed specifically to discuss the
structural deformation analysis on one of the bridges, the Cimeta Bridge located at
kilometer 117. The Terrestrial Laser Scanner (TLS) technology is used to scan the
pillars owned by the Cimeta Bridge. There are 3 objectives of this research, namely to
find out the feasibility and advantages and disadvantages of TLS technology when
used in determining the magnitude of the deformation of a bridge structure, knowing
the right method to be applied in determining the deformation of a bridge, and
calculating the magnitude of structural deformation that occurs in the Bridge Cimeta
kilometer 117 Purbaleunyi Toll Road. Because the exact method is not yet known to
be applied in determining the magnitude of the deformation of the structure of a bridge,
a method study was conducted in this study to obtain the right method. The results
showed that the right method for determining the amount of structural deformation of
a bridge is determined by the condition of the surface of the structure. The right method
for use on uneven structural surfaces will be more complex than on flat surface
structures. This study also produces the processing steps that need to be carried out in
carrying out the deformation analysis of the structure of a bridge. The stages are Data
Classification, Surface Test, Sample Selection, Slope Test, Error Estimation, and
Presentation of Results. All stages are applied to carry out the deformation analysis of
the Cimeta Bridge structure and the results show that the Cimeta Bridge has deformed
in various directions. Deformation that occurs ranges from 0°5'28,405" to
0°22'36,947" for the long section and ranges from 0°6'3,869" to 0°46'13,143" for the
cross section.
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