Prasetyo, Bayu (2021) Desain Struktur Bangunan Gedung Perkantoran di Jakarta Menggunakan SRPMK dan Shearwall serta Pengaplikasian BIM pada Penggambaran Struktur. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Gedung perkantoran di Jakarta yang didesain merupakan Gedung Kantor Menara BRI dengan luas bangunan eksisting area Basement 6400 m2, Podium 4500 m2, Tower 1600 m2. Gedung perkantoran eksisting memliki total jumlah lantai yakin 37 lantai, yang kemudian dimodifikasi menjadi total 10 lantai dan untuk luas bangunan hanya bagian tower sebesar 1600 m2. Berdasarkan hasil Standart Penetration Test (SPT), didapatkan bahwa gedung dibangun diatas tanah dengan kondisi tanah lunak (kelas situs SE).
Perhitungan struktur menggunakan metode dual system yakni sistem rangka pemikul momen khusus dan shearwall yang mengacu pada SNI 03-1726-2019: Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non-gedung. Bangunan termasuk dalam kategori bangunan tidak beraturan, maka perencanaan beban akibat gempa menggunakan analisis respon dinamik. Sedangkan, pembebanan non-gempa mengacu pada SNI 03-1727-2019: Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain.
Struktur sekunder berupa plat dan tangga dipikul oleh struktur primer yaitu balok, kolom dan joint balok kolom. Selain itu juga terdapat shearwall yang berfungsi menahan geser ketika terjadi gaya gempa. Struktur bawah terdiri dari sloof, pile cap, dengan pondasi tiang pancang. Struktur atap menggunakan rangka atap baja. Keseluruhan struktur adalah beton bertulang yang mengacu pada SNI 03-2847-2019: Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung.
Hasil dari perhitungan ini adalah berupa pengaplikasian Building Information Modeling (BIM) untuk kemudahan dalam sebuah projek, dalam hal ini berupa gambar teknik, terdiri dari gambar arsitektur, gambar denah struktur, dan gambar detail penulangan.
Kata kunci: Bangunan gedung, dual system, analisis respon dinamik, building information modeling.
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The office building in Jakarta which is designed is the BRI Tower Office Building with an existing building area of 6400 m2 Basement, Podium 4500 m2, Tower 1600 m2. The existing office building has a total of 37 floors, which was later modified to a total of 10 floors and for the building area, only the tower section is 1600 m2. Based on the results of the Standard Penetration Test (SPT), it was found that the building was built on the ground with soft soil conditions (SE site class).
The calculation of the structure uses the dual system method, namely the special moment resisting frame system and shearwall which refers to SNI 03-1726-2019: Earthquake Resistance Planning Procedures for Building and Non-Building Structures. The building is included in the category of irregular buildings, so earthquake load planning uses dynamic response analysis. Meanwhile, non-earthquake loading refers to SNI 03-1727-2019: Minimum Load for Design of Buildings and Other Structures.
The secondary structure in the form of plates and stairs is carried by the primary structure, namely beams, columns, and beam-column joints. In addition, there is also a shearwall that serves to resist shear when an earthquake force occurs. The lower structure consists of sloof, pile cap, with pile foundation. The roof structure uses a steel roof truss. The entire structure is reinforced concrete which refers to SNI 03-2847-2019: Procedure for Calculation of Concrete Structures for Buildings.
The result of this calculation is the application of Building Information Modeling (BIM) for convenience in a project, in this case in the form of technical drawings, consisting of architectural drawings, structural floor plans, and detailed reinforcement drawings.
Keywords: Building, dual system, dynamic response analysis, building information modeling.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Bangunan gedung, dual system, analisis respon dinamik, building information modeling |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | Prasetyo Bayu Bahtiar |
| Date Deposited: | 31 Aug 2021 06:59 |
| Last Modified: | 31 Aug 2021 06:59 |
| URI: | http://repository.its.ac.id/id/eprint/90678 |
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