| dc.identifier.citation | Amelia, R. (2011). Perbandingan Analisis Statik dan Analisis Dinamik Pada Portal Bertingkat Banyak Sesuai SNI 03- 1726-2002, Universitas Sumatera Utara. Bunardy, K. (2010) Studi Pengaruh Gempa Susulan Terhadap Struktur Rangka Beton Bertulang Bertingkat Tinggi Dengan Desain SRPMK, Universitas Katolik Parahyangan, Bandung, Indonesia. Computer and Structures, Inc. (2011). ETABS Manual, Version 9.5, Integrated Building Design Software, California, Berkeley. Diredja, N.V. (2012). Analisis Dinamik Riwayat Waktu Akibat Gempa Utama dan Gempa Susulan Pada Gedung Beton Bertulang, Tugas Akhir (tidak dipublikasikan), Jurusan Teknik Sipil, Fakultas Teknik, Universitas Kristen Maranatha, Bandung. Erista, D. (2011). Kajian Efek Parameter Base Isolator Terhadap Respon Bangunan Akibat Gaya Gempa dengan Metode Analisis Riwayat Waktu, Universitas Sumatera Utara. Sumatera Utara. Fahjan,Y.M., Ozdemir, Z., Keypour, H. (2011). Procedures for Real Earthquake Time History Scaling and Application to Fit Iranian Design Spectra, International Institute Earthquake Engineering and Seismology. Imran, I., Hendrik, F. (2010). Perencanaan Struktur Gedung Beton Bertulang Tahan Gempa, ITB, Bandung, Indonesia. MacGregor, J.G., Weight, J.K. (2005). Reinforced Concrete Mechanic and Design, Prentice Hall, New Jersey. Nasution, A. (2009). Analisis dan Desain Struktur Beton Bertulang, ITB, Bandung, Indonesia. Pranata, Y.A., Simanta, D. (2006). Studi Analisis Beban Dorong Untuk Gedung Beton Bertulang, Jurnal Teknik Sipil Universitas Kristen Maranatha, Volume 2 Nomor 1, April 2006. Pranata, Y.A., Wijaya, P.K. (2008). Kajian Daktilitas Struktur Gedung Beton Bertulang Dengan Analisis Riwayat Waktu dan Analisis Beban Dorong, Jurnal Teknik Sipil, Universitas Atma Jaya Yogyakarta, Volume 8 Nomor 3, Juni 2008. SN1 1726–2002 (2002). Standar Perencanaan Ketahanan | en_US |
| dc.description.abstract | One cause of the failure of structure building in areas that has a high risk of earthquakes are the horizontal (lateral) loads on
the structure. Concrete structure can be damaged by a major earthquake and compounded by aftershock to the structure that
the strength has reduced due to an inelastic state after major earthquake. The purpose of this research are to perform structural
analysis of earthquake resistant reinforced building with static equivalent method and dynamic time history analysis and
studying the behavior of the building as a result of primary earthquake and aftershocks by using time history analysis method.
The discussions covers comparison of base shear forces, roof displacement, story drift, and performance of serviceability
limit performance and ultimate limit performance. The results of the analysis showed that if the intensity of scale factor
applied in accordance with SNI 1726-2002, the base shear force, roof displacements and story drift by dynamic time history
analysis will be smaller than the static analysis, this happens because in the calculation of acceleration scaling factor used is
the time history’s maximum value of earthquake zone 4 in Indonesia with the condition T = 1,5058, the curve of respons
spectrum input will be smaller tha the static. With time history analysis also obtained conclusion that the building can
withstand acceleration of Chi-chi earthquake 2,4 times the original scale, El Centro earthquake 6,4 times the original scale,
Friuli earthquake 6,8 times the original scale and Sakaria earthquake 2,8 times the original scale. Time history analysis can be
used to determine the base shear force of building, roof displacement and story drift if applied by particular earthquake, also
can be determine the ability of actual building when there is a magnitude of primary earthquake and aftershocks with smaller
or larger scale by modifying the scale factor. | en_US |
