Abstrak - Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 1 Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 2 Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 3 Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 4 Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
BAB 5 Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
COVER Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
DAFTAR PUSTAKA Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
LAMPIRAN Farrell Mac Zuhayr
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
Terbatas  Irwan Sofiyan
» Gedung UPT Perpustakaan
On December 24, 2022, several piping system routes at PT Geothermal Energy Karaha Bodas
experienced damage caused by an earthquake. The piping system affected by the earthquake
includes the piping system located at production well 6. Due to the unsafe conditions of
production well 6 caused by the subsidence of the land, PT Geothermal Karaha Bodas
constructed a new production well within production well 3.
Piping systems require careful design and calculations to ensure their safety and optimal
performance. Stress analysis helps predict the design life of a piping system. In addition to stress
analysis, this thesis also includes calculations and selection of the appropriate pipe wall
thickness for the analyzed piping system, as well as seismic analysis, which involves
calculations in the event of external factors such as earthquake loads.
Therefore, this bachelor thesis aims to conduct piping stress analysis and seismic load analysis
using Caesar II software on the newly rerouted piping system. The stress analysis was conducted
following the guidelines of ASME B31.1, ASME B36.10M, ASCE 7, and SNI 1726:2019 for
the Karaha Bodas piping system.
This modeling is conducted on five pipe sizes with nominal diameters of 100 mm, 200 mm, 250
mm, 300 mm, and 350 mm, respectively. The piping stress analysis resulted in a highest stress
reaching 221719.80 kPa under expansion load conditions, and the lowest stress of 62475.03 kPa
under sustained load conditions. The seismic load analysis resulted in a highest stress of
131321.80 kPa under operating conditions in the +Z direction and a lowest stress-to-allowable
stress ratio of 69511.10 kPa under occasional conditions in the -X direction.