THOHARY, AULIA AYU (2025) PERANCANGAN STRUKTUR BETON BERTULANG GEDUNG BANK XYZ CABANG SENOPATI JAKARTA DENGAN METODE SISTEM RANGKA PEMIKUL MOMEN KHUSUS (SRPMK) BERDASARKAN SNI 1726-2019. S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
The structural design of the XYZ Bank building implements a Special Moment Resisting Frame (SMRF) system, aiming to ensure that seismic damage is concentrated in designated plastic zones without compromising the overall stability of the structure. The project is located in Jakarta, with seismic response parameters of SDS = 0.68 and SD1 = 0.64, placing it in Seismic Design Category D with soft soil classification (Site Class SE). The building consists of four main floors and one rooftop, with design loads including dead loads, live loads, and earthquake loads, calculated according to SNI 1727:2020 and SNI 1726:2019. The primary structural material is reinforced concrete designed in accordance with SNI 2847:2019. Structural modeling and analysis were conducted using ETABS 2021 software. The analysis results show that the columns have dimensions of 500×500 mm with 16D19 longitudinal reinforcement and D10–100 mm stirrups. The main beams measure 300×500 mm, reinforced with 3D19 top and 2D19 bottom bars at supports, and 2D19 top–bottom bars at spans, with D10–100 mm stirrups at supports and D10–150 mm at spans. The floor slab is 120 mm thick and reinforced in both directions with D10–150 mm bars. The strong column–weak beam requirement has been satisfied. Inter-story drift analysis indicates a maximum drift of 38.83 mm on the third floor in the X direction, which remains below the 100 mm allowable limit. Therefore, the structure is deemed safe and compliant with seismic performance standards. Keywords: SMRF, reinforced concrete structure, response spectrum, inter-story drift, seismic design Perancangan struktur Gedung Bank XYZ menggunakan Sistem Rangka Pemikul Momen Khusus (SRPMK) yang dirancang agar kerusakan akibat gempa terjadi di zona plastis tanpa mengganggu stabilitas keseluruhan struktur. Proyek berlokasi di Jakarta, dengan nilai SDS sebesar 0,68 dan SD1 sebesar 0,64, sehingga masuk dalam Kategori Desain Seismik D dengan klasifikasi tanah lunak (kelas SE). Struktur bangunan terdiri atas empat lantai utama dan satu rooftop, dengan beban rencana meliputi beban mati, beban hidup, dan beban gempa yang dihitung sesuai SNI 1727:2020 dan SNI 1726:2019. Material utama adalah beton bertulang yang dirancang berdasarkan SNI 2847:2019. Pemodelan struktur dilakukan menggunakan perangkat lunak ETABS 2021. Hasil desain menunjukkan dimensi kolom 500×500 mm dengan tulangan pokok 16D19 dan sengkang D10–100 mm. Balok induk berukuran 300×500 mm menggunakan tulangan atas 3D19 dan bawah 2D19 pada tumpuan, serta 2D19 atas–bawah pada lapangan, dengan sengkang D10–100 mm di tumpuan dan D10–150 mm di lapangan. Pelat lantai setebal 120 mm menggunakan tulangan D10–150 mm dua arah. Prinsip strong column–weak beam telah terpenuhi. Evaluasi simpangan menunjukkan simpangan antar tingkat maksimum sebesar 38,83 mm di lantai 3 arah X, masih di bawah batas izin 100 mm. Dengan demikian, struktur dinyatakan memenuhi kriteria keamanan dan kinerja seismik sesuai regulasi yang berlaku. Kata kunci: SRPMK, struktur beton bertulang, respons spektrum, simpangan antar tingkat, desain seismik
| Item Type: | Thesis (S1) |
|---|---|
| Call Number CD: | FT/SIP. 25 146 |
| NIM/NIDN Creators: | 41121110014 |
| Uncontrolled Keywords: | SRPMK, struktur beton bertulang, respons spektrum, simpangan antar tingkat, desain seismik |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 690.1-690.9 Standard Subdivisions of Planning, Anaysis, Engineering Design/Subdivisi Standar Dari Perencanaan, Analisa dan Teknik Bangunan > 690.1 Structural Elements/Struktur Bahan Dasar Teknik Bangunan 600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 693 Construction In Specific Types of Materials and For Specific Purposes/Konstruksi Dalam Jenis Bahan Khusus dan Untuk Tujuan Khusus |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | khalimah |
| Date Deposited: | 23 Sep 2025 07:12 |
| Last Modified: | 23 Sep 2025 07:12 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/98402 |
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