Robbi Dio Justicesyah, - and Ben Novarro Batubara, - and Budi Kudwadi, - (2025) ANALISIS KINERJA STRUKTUR GEDUNG TECHNO BRI IT RAGUNAN AKIBAT BEBAN GEMPA DINAMIS. S1 thesis, Universitas Pendidikan Indonesia.
Abstract
Indonesia merupakan negara dengan aktivitas seismik tinggi akibat pertemuan tiga lempeng tektonik utama, sehingga evaluasi kinerja struktur bangunan menjadi penting untuk menjamin keselamatan dan keberlanjutan fungsi pascagempa. Penelitian ini bertujuan untuk mengetahui nilai perpindahan (displacement), simpangan antar tingkat (drift), dan level kinerja struktur pada Gedung Techno BRI IT Ragunan, Jakarta akibat beban gempa dinamis menggunakan dua metode analisis, yaitu respons spektrum dan time history. Pemodelan struktur dilakukan secara tiga dimensi menggunakan ETABS v18.1.0, dengan analisis yang mengacu pada SNI 1726:2019 dan SNI 1727:2020. Analisis time history dilakukan dengan tiga data riwayat gempa nyata, yaitu Niigata (Shallow Crustal), IbarakiOff (Benioff), dan Tohoku (Megathrust). Hasil analisis menunjukkan bahwa perpindahan horizontal maksimum akibat respons spektrum adalah 60,813 mm (X) dan 63,304 mm (Y), dengan simpangan antar tingkat maksimum 33,875 mm (X) dan 35,277 mm (Y). Perpindahan maksimum tertinggi pada time history terjadi akibat gempa Tohoku sebesar 63,275 mm (X) dan 68,396 mm (Y), dengan simpangan antar tingkat maksimum 35,470 mm (X) dan 38,566 mm (Y). Berdasarkan hasil analisis yang mengacu pada ATC-40, Gedung Techno BRI IT Ragunan berada pada level kinerja Immediate Occupancy (IO). Dengan demikian, struktur gedung dinilai mampu mempertahankan fungsinya pascagempa dengan risiko minimal terhadap keselamatan penghuni. Indonesia is a country with high seismic activity due to the convergence of three major tectonic plates. Evaluating building structural performance is essential to ensure safety and the continuity of function after earthquakes. This study aims to determine the values of displacement, interstory drift, and structural performance level of the Techno BRI IT Ragunan Building in Jakarta under dynamic earthquake loads using two analytical methods: response spectrum and time history. The structural modeling was carried out in three dimensions using ETABS v18.1.0, with the analysis based on the provisions of SNI 1726:2019 and SNI 1727:2020. The time history analysis was conducted using three actual earthquake records: Niigata (Shallow Crustal), IbarakiOff (Benioff), and Tohoku (Megathrust). The results show that the maximum horizontal displacement due to response spectrum analysis is 60.813 mm in the X direction and 63.304 mm in the Y direction, with maximum interstory drift of 33.875 mm (X) and 35.277 mm (Y). The highest displacement in the time history analysis occurred during the Tohoku earthquake, reaching 63.275 mm (X) and 68.396 mm (Y), with maximum interstory drift of 35.470 mm (X) and 38.566 mm (Y). Based on the ATC-40 criteria, the structural performance level of the building is classified as Immediate Occupancy (IO). Thus, the structure is considered capable of maintaining its function after an earthquake with minimal risk to occupant safety.
![[thumbnail of S_TS_2109195_Title.pdf]](http://repository.upi.edu/style/images/fileicons/text.png "S_TS_2109195_Title.pdf") |
Text
S_TS_2109195_Title.pdf Download (580kB) |
|
Text
S_TS_2109195_Chapter 1.pdf Download (280kB) |
|
Text
S_TS_2109195_Chapter 2.pdf Restricted to Staf Perpustakaan Download (1MB) |
|
Text
S_TS_2109195_Chapter 3.pdf Download (1MB) |
|
Text
S_TS_2109195_Chapter 4.pdf Restricted to Staf Perpustakaan Download (1MB) |
|
Text
S_TS_2109195_Chapter 5.pdf Download (269kB) |
|
Text
S_TS_2109195_Appendix.pdf Restricted to Staf Perpustakaan Download (20MB) |
| Item Type: | Thesis (S1) |
|---|---|
| Additional Information: | https://scholar.google.com/citations?view_op=new_profile&hl=en ID SINTA Dosen Pembimbing: Ben Novarro Batubara: 6710018 Budi Kudwadi: 5995921 |
| Uncontrolled Keywords: | Kinerja struktur, Perpindahan horizontal, Simpangan antar tingkat, Respons spektrum, Time history Structural performance, Horizontal displacement, Interstory drift, Response spectrum, Time history |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TH Building construction |
| Divisions: | Fakultas Pendidikan Teknik dan Industri > Jurusan Pendidikan Teknik Sipil > Program Studi Teknik Sipil |
| Depositing User: | Robbi Dio Justicesyah |
| Date Deposited: | 06 Oct 2025 17:04 |
| Last Modified: | 06 Oct 2025 17:04 |
| URI: | http://repository.upi.edu/id/eprint/142107 |
Actions (login required)
 |
View Item |