Muhammad Adji Pradana, - and Ben Novarro Batubara, - and Budi Kudwadi, - (2025) ANALISIS KINERJA GEDUNG BERTINGKAT TAHAN GEMPA DENGAN PEMBEBANAN DINAMIS : Studi Kasus Gedung RD Kandou Hospital Manado. S1 thesis, Universitas Pendidikan Indonesia.
Abstract
Gempa bumi menjadi bencana alam yang memiliki kerentanan yang tinggi untuk terjadi. Banyaknya bangunan bertingkat di daerah rawan gempa bumi dapat mengakibatkan kerusakan yang cukup besar. Oleh karena itu, dilakukan analisis terhadap struktur bangunan. Dalam tugas akhir ini, objek yang dianalisis adalah bangunan gedung bertingkat Rumah Sakit RD Kandou Manado. Tujuan dari penelitian ini untuk mengetahui nilai simpangan antar tingkat, perpindahan, dan level kinerja struktur berdasarkan ATC-40. Analisis yang dilakukan menggunakan pembebanan dinamis dengan metode respons spektrum dan time history. Pemodelan struktur dilakukan menggunakan perangkat lunak ETABS, mengacu pada SNI 1726:2019 dan SNI 1727:2020. Hasil analisis didapatkan nilai simpangan antar tingkat maksimum dengan metode respons spektrum arah X sebesar 32.710 mm dan arah Y sebesar 31.387 mm, sedangkan untuk nilai simpangan antar tingkat maksimum dengan metode time history gempa Niigata arah X sebesar 34.140 mm dan arah Y sebesar 28.545 mm, gempa Iwate arah X sebesar 30.620 mm dan arah Y sebesar 30.675 mm, gempa Tokachi arah X sebesar 32.454 mm dan arah Y sebesar 29.308 mm. Untuk hasil level kinerja struktur menunjukkan bahwa struktur bangunan berada pada level kinerja Immediate Occupancy, yang berarti bangunan hanya terjadi kerusakan ringan. Earthquakes are natural disasters with a high likelihood of occurrence. The presence of many multi-story buildings in earthquake-prone areas can result in significant damage. Therefore, an analysis of building structures was conducted. In this final project, the analyzed object is the multi-story building of RD Kandou Hospital in Manado. The objective of this study is to determine the values of drift, horizontal displacement, and structural performance levels based on ATC-40. The analysis was conducted using dynamic loading with the response spectrum and time history methods. Structural modeling was performed using ETABS software, in accordance with SNI 1726:2019 and SNI 1727:2020. The analysis results yielded maximum displacement values of 32.710 mm in the X direction and 31.387 mm in the Y direction using the response spectrum method, while the maximum deflection values using the time history method for the Niigata earthquake were 34.140 mm in the X direction and 28.545 mm in the Y direction, for the Iwate earthquake were 30.620 mm in the X direction and 30.675 mm in the Y direction, and for the Tokachi earthquake were 32.454 mm in the X direction and 29.308 mm in the Y direction. The structural performance level results indicate that the building structure is at the Immediate Occupancy performance level, meaning the building only sustained minor damage.
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Item Type: | Thesis (S1) |
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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: | Gempa bumi, pembebanan dinamis, ATC-40, SNI 1726:2019, SNI 1727:2020. Earthquake, dynamic loading, ATC-40, SNI 1726:2019, SNI 1727:2020. |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Pendidikan Teknik dan Industri > Jurusan Pendidikan Teknik Sipil > Program Studi Teknik Sipil |
Depositing User: | Muhammad Adji Pradana |
Date Deposited: | 07 Oct 2025 02:32 |
Last Modified: | 07 Oct 2025 02:32 |
URI: | http://repository.upi.edu/id/eprint/142393 |
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