Kurniadi, Ifon Robi (2020) Desain Alternatif Pada Gedung Apartemen Gunawangsa Tower A Gresik Dengan Menggunakan Fluid Viscous Damper. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
10111610013034-Undergraduate_Thesis.pdf - Accepted Version Download (13MB) | Preview |
Abstract
Gedung Apartemen Gunawangsa yang terletak di Kabupaten Gresik ini menggunakan rangka penahan momen beton bertulang dengan dinding geser. Dinding geser yang awalnya dibuat dari beton bertulang diinginkan untuk diganti dengan kaca. Setelah dinding geser dilepas, ditemukan bahwa struktur mengalami simpangan horizontal yang terlalu besar sehingga melampaui batas yang diijinkan. Masalah ini akan diatasi dengan menambahkan peralatan fluid viscous damper (FVD) pada rangka luar bangunan.
Perhitungan desain struktur dilakukan dengan mengacu pada peraturan bangunan terbaru, yaitu SNI 2847-2013, SNI 1729-2015, ACI 318M-14, dan AISC 360-16. Sedangkan pembebanan ditetapkan dengan menggunakan ASCE 7-16 dan SNI 1727-2013. Proses perhitungan selanjutnya meliputi pemodelan struktur dengan ETABS 18, pemilihan kapasitas FVD, analisis gaya dalam, dan perhitungan tulangan balok-balok dan kolom-kolom rangka bangunan.
Dari perhitungan analitik didapatkanlah suatu alternatif desain rangka bangunan yang diperkuat dengan alat FVD. Peralatan yang dipilih masing-masing berkapasitas 3000 kN pada lantai 1 sampai 6, 2000 kN pada lantai 7 sampai 10, 1000 kN pada lantai 11, 750 kN pada lantai 12, dan 500 kN pada lantai 13 sampai 15. Semua peralatan dipasang pada rangka luar searah sumbu lemah bangunan. Dari pemeriksaan yang dilakukan, goyangan yang terjadi pada bangunan yang diperkuat ini berada dalam batas nilai yang diijinkan.
==================================================================================================================
Gunawangsa Apartment Building, which is located in Gresik Regency, uses a reinforced concrete moment resisting frame with shearwalls. Shearwalls that were originally made of reinforced concrete are desired to be replaced with glass. After the shearwalls are removed, it is found that the structure experiences drift that is too large to exceed its allowable limit. This problem will be fixed by adding fluid viscous damper (FVD) equipment in the exterior frame of the building.
The structural design calculations are conducted by referring to the latest regulations, namely SNI 2847-2013, SNI 1729-2015, ACI 318M-14, and AISC 360-16. While the loading is defined using ASCE 7-16 and SNI 1727-2013. The next calculation process includes structural modeling with ETABS 18, selecting capacity of the FVDs, analyzing internal forces, and calculating the reinforcement of the building frame beams and columns.
From the analytical examination, it has resulted in an alternative design of building frames strengthened with FVD devices. The equipments are selected each with a capacity of 3000 kN on the 1st to 6 floors, 2000 kN on the 7th to 10th, 1000 kN on the 11th, 750 kN on the 12th, and 500 kN on the 13th to 15th floors. All equipments are installed at the outer frames in the direction of the weak axis of the building. From the checks carried out, the sway that occurs in this reinforced building is within the allowable drift limits.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | rangka penahan momen, dinding geser, simpangan horizontal, fluid viscous damper, kapasitas, sumbu lemah, moment resisting frame, shearwalls, drift limits, fluid viscous damper, capacity, weak axis. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | IFON ROBI KURNIADI |
| Date Deposited: | 28 Aug 2020 06:29 |
| Last Modified: | 04 Oct 2023 08:37 |
| URI: | http://repository.its.ac.id/id/eprint/81273 |
Actions (login required)
 |
View Item |