Yoganata, Yehezkiel Septian (2016) Studi Perbandingan Perilaku Bangunan Menggunakan Sistem Rangka Pemikul Momen, Sistem Rangka Bresing Konsentrik Rangka Bresing Konsentrik Menggunakan Outrigger. Undergraduate thesis, Institut Teknologi Sepuluh Nopember Surabaya.
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Abstract
Struktur yang direncanakan harus mampu menghasilkan suatu
struktur yang stabil, cukup kuat, mampu-layan, awet, dan memenuhi
ketahanan berat gedung, gaya gempa dasar dan perpindahan. Dengan
permasalahan yang ada maka perlu adanya suatu sistem yang
digunakan pada suatu gedung. Terdapat beberapa sistem yang dapat
digunakan untuk menganalisa masalah tersebut.
Sebagai bahan studi akan dilakukan perhitungan terhadap
variasi tinggi gedung yakni gedung 60, 50, 40, 30 dan 20 lantai dengan
tinggi tiap lantai 4 m, panjang dan lebar bangunan 38 m dan 30 m, dan
menggunakan tiga sistem yakni sistem rangka pemikul momen khusus
,sistem rangka bresing konsentrik khusus dan sistem rangka bresing
konsntrik khusus menggunakan outrigger.
Hasil yang diperoleh dari analisa ini, bangunan menggunakan
sistem rangka bresing konsentrik khusus menggunakan outrigger lebih
kuat terhadap gaya gempa dan perpindahan yang bekerja,
dibandingkan dua sistem yang lain, meski dimensi yang dipakai lebih
kecil. Hal ini dikarenakan fungsi outrigger untuk mereduksi simpangan
lateral dan menahan momen guling.
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The planned structure must be able to produce a structure that
is stable, strong, capable steward, durable, and meets heavy resistance
building, basic seismic force, and displacement. With the existing
problems it is necessary the existence of a system that is use on a
building. There are some systems that can be used to analyze the
problem.
As study materials will be calculated against height variations
that building 60,50,40,30, and 20 floors each floor premises 4 m high,
length dan width are 38 m and 30 m, and using three the system bearers
special moment resisting frame, special concentrically braced frame,
and special concentrically braced frame using outriggers.
The resuslts obtained from this analysis, the building uses a
special concentrically braced frame using outrigger is stronger against
earthquake forces and displacement work than the other two systems,
although the dimensions used are smaller than them. This is because the
function to reduce the deviation of lateral outrigger and holding torque
tube.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 624.171 Yog s-1 |
| Uncontrolled Keywords: | sistem rangka pemikul momen, sistem rangka bresing konsentrik, Outrigger |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | EKO BUDI RAHARJO |
| Date Deposited: | 18 Dec 2019 01:46 |
| Last Modified: | 18 Dec 2019 01:46 |
| URI: | http://repository.its.ac.id/id/eprint/72409 |
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