Noviantari, I Gusti Ayu (2021) Alternatif Desain Struktur Gedung Tower B2 Apartemen Mahata Serpong Tangerang Menggunakan Fluid Viscous Damper. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Tower B2 Apartemen Mahata Serpong adalah sebuah gedung apartemen yang terletak di kawasan Tangerang Selatan, Provinsi Banten. Gedung ini terdiri dari 34 lantai dengan konstruksi beton bertulang konvensional menggunakan dual system yaitu Sistem Rangka Pemikul Momen Khusus (SRPMK) dan dinding geser (shear wall). Pada proyek akhir ini dilakukan perencanaan alternatif desain struktur pada gedung Tower B2 Apartemen Mahata Serpong tanpa menggunakan shear wall dan sistem rangka pemikul momen diubah dari SRPMK menjadi SRPMB serta menggunakan fluid viscous damper (FVD).
Pembebanan pada struktur gedung Tower B2 Apartemen Mahata Serpong berdasarkan SNI 1726 : 2019 tentang Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung dan SNI 1727 : 2020 tentang Beban Minimum Untuk Perencanaan Bangunan Gedung dan Struktur Lain. Hasil perhitungan beban diinput dalam elemen struktur dan dianalisa menggunakan program Etabs. Perhitungan tulangan elemen struktur berdasarkan SNI 2847 : 2019 tentang Persyaratan Beton Struktural Untuk Bangunan Gedung.
Perencanaan alternatif desain struktur gedung Tower B2 Apartemen Mahata Serpong menggunakan fluid viscous damper terdiri dari empat tahap analisa dengan kontrol struktur diantaranya kontrol periode fundamental, simpangan antar tingkat, gaya geser dasar seismik, dan partisipasi massa ratio. Analisa permodelan struktur menghasilkan output berupa momen, gaya normal, dan gaya lintang untuk mengetahui gaya dalam struktur dan perhitungan tulangan elemen struktur. Langkah selanjutnya dilakukan perhitungan breising, sambungan dan angkur untuk instalasi fluid viscous damper.
Alternatif desain struktur Gedung Tower B2 Apartemen Mahata Serpong menggunakan 93 unit Taylor Devices FVD – 17120 dengan kapasitas 250 kN. FVD dipasang dengan breising profil Hollow Structural Square (HSS) secara diagonal pada pertemuan balok dan kolom struktur dengan sambungan gusset plate. Penggambaran teknik alternatif desain struktur gedung Tower B2 Apartemen Mahata Serpong menggunakan fluid viscous damper dengan program Revit 2020 dan Autocad 2021.
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Tower B2 Mahata Serpong Apartment is an apartment building in the South Tangerang area, Province of Banten. This building consists of 34 floors with conventional reinforced concrete construction using a dual system, namely the Special Moment Resisting Frame and shear wall. In this final project, an alternative structural design planned for the Tower B2 building of Mahata Serpong Apartment without using shear wall. The moment-resisting frame system is changed from Special Moment Resistant Frame System to Ordinary Moment Resisting Frame using a Fluid Viscous Damper (FVD).
The loading on the structure of the Tower B2 Mahata Serpong Apartment based on SNI 1726: 2019 concerning Procedures for Planning Earthquake Resistance for Building and Non-Building Structures and SNI 1727: 2020 concerning Minimum Loads for Planning of Buildings and other Structures. The results of the load analysis are inducted into structural elements and analyzed using the Etabs program. Calculation of reinforcement for structural elements based on SNI 2847: 2019 concerning Requirements for Structural Concrete for Buildings.
An alternative design of the structural design of the Tower B2 Mahata Serpong Apartment using a fluid viscous damper consists of four stages of analysis with structural control, including control of the fundamental period, inter-story drift, seismic primary shear force, and mass ratio participation. Structural modeling analysis produces output in moments, normal forces, and transverse forces to determine the forces in the structure and the calculation of the reinforcement of the structural elements. The next step is calculating the bracing, connection, and anchor for the installation of a fluid viscous damper.
An alternative to the structural design of the Tower B2 Mahata Serpong Apartment using 93 units of Taylor Devices FVD – 17120 with a capacity of 250 kN. FVD installed with Hollow Structural Square (HSS) profile bracing diagonally at the junction of the beam and column structure with gusset plate connections. Alternative building structure design of Tower B2 Mahata Serpong Apartment using fluid viscous damper drew by Revit 2020 and AutoCAD 2021 programs.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Fluid viscous damper, Sistem Rangka Pemikul Momen, Khusus, Sistem Rangka Pemikul Momen Biasa, beton bertulang konvensional, Fluid viscous damper, Special Moment Resistant Frame System,Ordinary Moment Resisting Frame, Conventional Reinforced Concrete. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | I Gusti Ayu Noviantari |
| Date Deposited: | 31 Aug 2021 15:20 |
| Last Modified: | 05 Oct 2023 07:21 |
| URI: | http://repository.its.ac.id/id/eprint/90540 |
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