HARTONO, MOHAMMAD GENTA (2025) PERANCANGAN STRUKTUR ATAS TOWER LAVENDER PONDOK INDAH GOLF APARTMENT. S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
The structural design of high-rise buildings in Indonesia requires a comprehensive application of seismic design principles to ensure public safety. This study presents the design process of a reinforced concrete structural system for the Lavender Tower of Pondok Indah Golf Apartment by implementing a Dual System that combines a Special Moment Resisting Frame (SMRF) and shear walls to achieve optimal stiffness and ductility. The design process strictly adheres to the applicable Indonesian National Standards. A three-dimensional structural model was developed using ETABS software, and seismic performance was evaluated through response spectrum analysis in accordance with SNI 1726:2019. The structural elements, including slabs, beams, columns, and shear walls, were designed and detailed based on the requirements of SNI 2847:2019. The analysis results indicate that the fundamental periods of the structure are 0.180 seconds in the X direction and 0.6532 seconds in the Y direction, both of which are lower than the maximum allowable period specified by SNI 1726:2019. The maximum inter-story drift obtained from the analysis is 49.165 mm in the X direction and 41.476 mm in the Y direction, which are smaller than the allowable drift limit of 52.308 mm. The overall seismic performance evaluation confirms that the implemented dual structural system satisfies the Life Safety (LS) performance criteria, and the structure is therefore considered safe against the design-level earthquake.. . Keywords: Structural Design, Reinforced Concrete, High-Rise Building, Dual System, Seismic Design, Response Spectrum, Shear Wall, SNI 1726:2019. Perancangan struktur gedung bertingkat tinggi di Indonesia menuntut penerapan kaidah desain tahan gempa yang komprehensif untuk menjamin keselamatan publik. Studi ini menyajikan proses perancangan sistem struktur beton bertulang untuk Tower Lavender Pondok Indah Golf Apartment dengan mengimplementasikan Sistem Ganda (Dual System) yang mengombinasikan Sistem Rangka Pemikul Momen Khusus (SRPMK) dan dinding geser guna mencapai kekakuan dan daktilitas yang optimal. Proses perancangan mengacu pada standar nasional Indonesia yang berlaku. Pemodelan struktur tiga dimensi dilakukan menggunakan perangkat lunak ETABS dengan metode analisis respons spektrum berdasarkan SNI 1726:2019 untuk mengevaluasi respons struktur terhadap kombinasi beban gravitasi dan beban gempa. Penulangan elemen struktural yang meliputi pelat, balok, kolom, dan dinding geser dirancang sesuai ketentuan SNI 2847:2019. Hasil analisis menunjukkan bahwa periode struktur hasil analisis dinamik sebesar 0,180 detik pada arah X dan 0,6532 detik pada arah Y, yang masih berada di bawah periode maksimum yang diizinkan oleh SNI 1726:2019. Simpangan antar tingkat maksimum yang terjadi sebesar 49,165 mm pada arah X dan 41,476 mm pada arah Y, lebih kecil dari simpangan antar tingkat izin sebesar 52,308 mm. Evaluasi kinerja struktur menunjukkan bahwa sistem ganda yang diterapkan mampu memberikan kinerja seismik yang memadai dan memenuhi kriteria kinerja Life Safety (LS), sehingga struktur dinyatakan aman terhadap pengaruh gempa rencana. Kata Kunci: Perancangan Struktur, Beton Bertulang, Gedung Bertingkat Tinggi, Sistem Ganda, Desain Seismik, Spektrum Respons, Dinding Geser, SNI 1726:2019
| Item Type: | Thesis (S1) |
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| NIM/NIDN Creators: | 41122010013 |
| Uncontrolled Keywords: | Perancangan Struktur, Beton Bertulang, Gedung Bertingkat Tinggi, Sistem Ganda, Desain Seismik, Spektrum Respons, Dinding Geser, SNI 1726:2019 |
| Subjects: | 000 Computer Science, Information and General Works/Ilmu Komputer, Informasi, dan Karya Umum > 060 General Organizations, Foundations, and Museology/Organisasi-organisasi Umum, dan Museologi > 069 Museology (Museum science)/Museologi > 069.2 Museum Management and Use of Physical Plant/Manajemen Museum > 069.22 Planning for Buildings/Merencanakan Bangunan 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | khalimah |
| Date Deposited: | 06 Mar 2026 02:21 |
| Last Modified: | 06 Mar 2026 02:21 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/101421 |
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