PERHITUNGAN STRUKTUR GEDUNG TAHAN GEMPA PADA BANGUNAN HOTEL 12 LANTAI DENGAN SISTEM RANGKA PEMIKUL MOMEN BIASA DI KOTA BATAM

Fauzan Fauzan

Sari


Planning for high-rise buildings with the risk of seismicity can be calculated by several methods. Among them are the Moment Bearer Frame System (SRPM) and Structural Wall System (SDS) methods. Indonesia is a country with a high level of seismic activity, one of which is the city of Batam (earthquake zone 1), so the building structure must be planned to be resistant to earthquakes which have been regulated in SNI 03-1726-2012 and SNI 03-2847-2013. Therefore, this final project discusses the optimization of earthquake load-bearing structural systems (lateral, stiffness, structural resistance in 12 floors hotel building. The design of the building structure uses the 2013 ETABS auxiliary program by adjusting the parameters of the strength of the material used. Quality of concrete (f'c = 30MPa) & the quality of reinforcing steel (fy = 400MPa) and gravity loading and earthquake loading of the building structure The upper main portal structure of the building is designed with the concept of capacity, namely strong column weak beam (SCWB), the occurrence of plastic joints at the ends of the beam, column feet and wall legs structural analysis, which is then analyzed the dimensions and pengesiannya due to gravity loads, equivalent static earthquakes and dynamic earthquakes of various response spectrum.From the structural design analysis, the results show that the stiffness, strength and resistance of multiple systems with smaller dimensions and the reinforcement of the structural components of the main portal meet the performance requirements of the structure boundary In the bearer frame system moments can be used where the earthquake load is 100% held at the moment frame, so the size of the beam and column frames will be smaller.

Teks Lengkap:

PDF

Referensi


Asroni, Ali. 2010. Balok dan Pelat Beton Bertulang, Graha Ilmu, Yogyakarta.

Asroni, Ali. 2010. Kolom, Fondasi dan Balok T Beton Bertulang, Graha Ilmu, Yogyakarta.

Assa, Stevy Christopher, 2012, Perencanaan Struktur Beton Bertulang Tahan Gempa Di Wilayah Kota Padang Dengan Menggunakan Sistem Ganda (Kombinasi SRPMK & Dinding Geser), Tugas Akhir Teknik Sipil, Universitas Batam, Batam.

Badan Standarisasi Nasional. 2013. “Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain” . SNI 1727-2013. Jakarta.

Bambang budiono dkk, 2017, Desain Bangunan Tahan gempa Dengan Sistem Rangka Pemikul Momen Khusus dan sistem Dinding Struktur Khusus.

Departemen Permukiman dan Prasarana Wilayah, 2003, Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung SNI 03–1726–2012, Badan Puslitbang Pemukiman : Bandung.

Esa Bahtera, 2010, Analisa Perbandingan Simpangan Horizontal Gedung Bertingkat Tinggi Pada Shearwall Diagonal Dengan Shearwall Searah Sumbu X-Sumbu Y, Tugas Akhir Teknik Sipil, Universitas Sebelas Maret Surakarta.

Lestari, Dwi, 2013, Studi Komparatif Penggunaan Sistem Rangka Pemikul Momen dan Sistem Ganda Terhadap Pembesian Kolom Pada Bangunan 20 Lantai,Universitas Batam, Batam.

Nasution, Amrinsyah, 2009, Analisa dan Desain Struktur Beton Bertulang, ITB, Bandung.

Parwirodikromo, Widodo, 2012, Seismologi Teknik & Rekayasa Kegempaan, Pustaka Pelajar, Yogjakarta.

Purwono, Rahmat dkk, 2005, Perencanaan Struktur Beton Bertulang Tahan Gempa, ITS Press, Surabaya.

Rio Ade Saputra, 2015, studi perancangan Struktur Tahan Gempa Gedung Aparteman 22 lantai diwilayah 6 Dengan Opimalisasi Sitem Rangka Pemikul Momen Khusus dan Sitem Ganda, Tugas Akhir Teknik Sipil, Universitas Batam, Batam.

Tohirin, 2018, Desain Struktur Bangunan Beton Bertulang Tahan Gempa 33 Lantai Dengan Sistem Ganda, Tugas Akhir Teknik Sipil, Universitas Batam, Batam.

Yuniar Dwi Ambarwati, 2017, Analisa Perbandingan Sistem Ganda Dan Sistem Rangka Pemikul Momen Khusus Pada Desain Struktur Hotel Ammeerra Jakarta, Institut Teknologi Sepuluh Nopember.




DOI: https://doi.org/10.33559/eoj.v3i2.650

Refbacks

  • Saat ini tidak ada refbacks.


Jumlah Kunjungan

Negara Pengunjung

Flag Counter

Lisensi Creative Commons
Ciptaan disebarluaskan di bawah Lisensi Creative Commons Atribusi 4.0 Internasional.