| dc.identifier.citation | Badan Standarisasi Nasional. 2002. Standar Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung (SNI 1726-2002). Badan Standarisasi Nasional. 201x. Standar Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung (RSNI 201x). Badan Standarisasi Nasional. 2002. Tata Cara Perhitungan Struktur Beton Untuk Struktur Bangunan Gedung (SNI 2847-2002). Budiono B.,dan Supriatna, L., 2011. Studi Komparasi Desain Bangunan Tahan Gempa dengan Menggunakan SNI 1726-2002 dan RSNI 201x. Bandung: Penerbit ITB. Computer and Structures, Inc., 2009. ETABS Manual, Computer and Structures, Inc. Hibbeler, R.C., 2011. “Structural Analysis 8th Edition”. Pearson Prentice Hall Inc. Jakindo, M., (2013). Analisis dan Desain Gedung Beton Bertulang 9 Lantai Tahan Gempa Berdasarkan SNI 1726-2002 dan RSNI 201x. Tugas Akhir (tidak dipublikasikan), Jurusan Teknik Sipil, Fakultas Teknik, Universitas Kristen Maranatha. Natawidjaja, D. H., 2008. Evaluasi Bahaya Patahan Aktif, Tsunami dan Goncangan Gempa. Lembaga Ilmu Pengetahuan. Nawy, E. G., 2001. Beton Prategang, Suatu Pendekatan Mendasar. Jakarta: Penerbit Erlangga. Standar Konstruksi Bangunan Indonesia. 1987. Pedoman Perencanaan Pembebanan untuk Rumah dan Gedung. URL: http://www.kompas.com URL: http://www.vsl.net Wight, J.K., and MacGregor, J.G. 2009. Reinforced Concrete 5th Edition, Pearson Education Inc., Pearson Prentice Hall, New Jersey, USA. | en_US |
| dc.description.abstract | In an effort to reduce victims and damages building from the impact of earthquakes then needed
earthquake resistant buildings. With planning and building earthquake-resistant buildings are expected
to be made safe, stable, and easy to collapse. The purpose of research is to analyze reinforced
concrete earthquake resistant building, with long-span beams based on the calculation of
earthquake loads Indonesia earthquake loads in compliance with SNI 1726-2002 and RSNI 201x.
From the analysis of the building using seismic regulations Indonesia SNI 1726-2002 and RSNI
201x using ETABS software support, it can be summed up as follows: Building A has a basic shear
force greater than the Building B, Building A has a larger displacement and drift compared to Building
A , T> 0.56 second the value of the acceleration factor in the regulation SNI 1726-2002 spectra
greater than RSNI 201x, Building A has a number of a reinforcement beam more than the Building
B, reinforcement beams prestressed reinforcement strands has as many as 43 pieces, flexural
used 3D25 with Angkur Type E, and Building A has the same number of column reinforcements
compared to Building B. | en_US |
