Hidayat, Ridandy (2026) Peningkatan Jalur Distribusi Tanam 20kV Dalam Studi Kasus Kawasan Idustri Lippo Cikarang. Tugas Akhir (S1) - thesis, Universitas Bakrie.
|
Text (Cover)
00. Cover.pdf - Accepted Version Restricted to Registered users only Download (454kB) | Request a copy |
|
|
Text (BAB I-III)
01. BAB I-III.pdf - Accepted Version Restricted to Registered users only Download (4MB) | Request a copy |
|
|
Text (BAB IV)
02. BAB IV.pdf - Accepted Version Restricted to Registered users only Download (17MB) | Request a copy |
|
|
Text (BAB V)
03. BAB V.pdf - Accepted Version Restricted to Registered users only Download (148kB) | Request a copy |
|
|
Text (BAB Daftar Pustaka)
04. BAB Daftar Pustaka.pdf - Accepted Version Restricted to Registered users only Download (151kB) | Request a copy |
|
|
Text (Lampiran)
05. Lampiran .pdf - Accepted Version Restricted to Registered users only Download (620kB) | Request a copy |
Abstract
Lippo Cikarang Industrial Estate has a high demand for electrical energy, necessitating an increase in the capacity of the 20 kV distribution network through additional underground cables. However, the presence of natural rivers poses risks of insulation damage and space constraints for excavation, requiring the implementation of cable bridges as a crossing solution. This study aims to model the cable bridge structures, analyze structural performance under additional 20 kV cable loads, and formulate technical recommendations for structural improvements. Evaluated locations comprise four existing cable bridges: Daesung-1, Lippo Kyosa, Gare Ware, and Cosmo. Data collection involved visual inspections and Non-Destructive Testing (NDT) including Ultrasonic Pulse Velocity Test (UPVT), Hammer Test, Penetrant Test, Coating Thickness, and Ultrasonic Thickness Meter, alongside geometric and river cross-section measurements. Structural performance and modeling were conducted using STAAD.Pro software based on SNI 2847:2019, SNI 1726:2019, SNI 1729:2020, SNI 1727:2020, and AISC 360-16 standards. The structural analysis reveals that Daesung-1, Lippo Kyosa, and Cosmo bridges satisfy deflection limits and cross-sectional capacity requirements (utilization ratio < 1.0). Conversely, the Gare Ware Bridge experiences overstress (utilization ratio > 1.0) under the additional cable loading. Recommendations include routine maintenance and corrosion treatment for adequate structures, and structural strengthening specifically for the Gare Ware Bridge to ensure the safety and reliability of the 20 kV distribution system in the Lippo Cikarang Industrial Estate.
| Item Type: | Thesis (Tugas Akhir (S1) - ) |
|---|---|
| Uncontrolled Keywords: | 20 kV Distribution Network; Underground Cable; Cable Bridge; Structural Analysis; Structural Strengthening; STAAD.Pro; Lippo Cikarang Industrial Estate. |
| Subjects: | Civil Engineering > Steel, Structural (Baja struktural) Civil Engineering Thesis > Thesis (S1) |
| Divisions: | Fakultas Teknik dan Ilmu Komputer > Program Studi Teknik Sipil |
| Depositing User: | Ridandy Hidayat |
| Date Deposited: | 15 Sep 2026 08:09 |
| Last Modified: | 15 Sep 2026 08:09 |
| URI: | https://repository.bakrie.ac.id/id/eprint/14691 |
Actions (login required)
![]() |
View Item |

