Palupi, Retno (2014) Perencanaan Struktur Gedung Syariah Tower Universitas Airlangga Menggunakan Beton Bertulang Dan Baja-Beton Komposit. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
3110100130-Undergraduate_Thesis.pdf - Accepted Version Download (4MB) | Preview |
Abstract
Gedung Syariah Tower Universitas Airlangga setinggi 20
lantai (± 85,00 m) terletak di zona gempa sedang. Ditinjau
berdasarkan konfigurasi gedung, gedung ini termasuk gedung
yang tidak beraturan sehingga harus didesain dengan analisa
respon dinamik..
Sistem yang digunakan dalam perencanaan gedung ini
adalah Sistem Ganda yang mana beban gravitasi dipikul oleh
Sistem Rangka Pemikul Momen Menengah (SRPMM) dan gaya
lateral dipikul oleh Sistem Dinding Struktur Biasa (SDSB) beton
tanpa detailing khusus. Keseluruhan struktur direncanakan
menggunakan beton bertulang. Struktur beton bertulang dipilih
karena dianggap kokoh dan kuat terhadap beban gempa bumi,
getaran, maupun beban angin (Asroni, 2010).
Diatas pintu masuk (entrance) terdapat balok dengan
bentang 16,00 m. Balok tersebut didesain menggunakan balok
baja komposit berselubung beton. Struktur komposit ini dipilih
karena memiliki kemampuan untuk menopang panjang bentang
yang lebih besar (Salmon,1991).
Pedoman yang digunakan adalah SNI 03-2847-2013
tentang Tata Cara Perhitungan Beton untuk Bangunan Gedung,
SNI 03-1726-2012 tentang Tata Cara Perencanaan Ketahanan
Gempa untuk Bangunan Gedung, PPIUG 1983 mengenai
Peraturan Pembebanan, dan SNI 03-1729-2002 tentang Tata
Cara Perhitungan Baja.
============================================================================================================
Design of Airlangga University’s building, Syariah
Towes, was as high as 20 stories (±85,00 m) located on medium
earthquake zone. Based on its building configuration, this
building was included into a uniform structure so that it must be
designed using dinamic respons analysis.
The system that was used on this design was Dual System
where the gravitation load was accepted by Intermediate Moment
Frame Bearer System and the lateral load was accepted by
Ordinary Structure Wall System concrete without any spesific
detailing. All of structures were designed with common
reinforcement concrete. Reinforcement concrete was chosen
because it was strong to arrest the earthquake load, vibration, or
wind load (Asroni, 2010).
There are beams on the entrance with 16 m of length. The
beams were designed with compoite beam. The composite
structure that were chosen was enchased beam composite. The
composite structure was used because of its capability to sopport
longer beam (Salmon,1991).
The design of bulding with Intermediate Moment Frame
Bearer System with eartquake zone of Surabaya, zone 3 (three),
was designed with the earthquake resistant building rules, such
as SNI 03-2847-2013, SNI 03-1729-2012, SNI 03-1726-2002,
PPIUG 1983, and SNI 03-1729-2002.
Key word : Dual System, Enchased
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 690.521 Pal p 3100014057544 |
| Uncontrolled Keywords: | Beton bertulang; baja komposit berselubung beton; sistem ganda |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Yeni Anita Gonti |
| Date Deposited: | 29 Sep 2020 06:05 |
| Last Modified: | 29 Sep 2020 06:05 |
| URI: | http://repository.its.ac.id/id/eprint/82046 |
Actions (login required)
 |
View Item |