PENGUKURAN FREKUENSI NATURAL PADA GEDUNG BERTINGKAT MENGGUNAKAN ACCELEROMETER GPL-6A3P

  • Ayusari Wahyuni Department of Physics, Alauddin State Islamic University, Makassar
    (ID)

Abstrak

This research has been carried out in multi-storey buildings by measuring natural frequencies on the building and its basic land. The recorded vibration data were analyzed with the H / V technique to get its natural frequency value. The measurement results of building floor vibrations using the GPL-6A3P accelerometer show that the natural frequency on the 3rd floor and 2nd floor is 2 Hz, while on the 1st floor is 0.6 Hz and on the subgrade of the building is 0.4 Hz.

 

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Referensi

BMKG Stasiun Yogyakarta. Data spasial kompilasi kejadian gempabumi di Daerah Istimewa Yogyakarta dan sekitarnya. Tidak dipublikasikan. 2011.

Coburn, A. and Spence, R., Earthquake Protection. 2nd ed. John Wiley & Sons. Cambridge. 2002.

Haifani, A.M. GIS Application on Macro-Seismic Hazard Analysis in Yogyakarta Province. MSc Thesis.UGM-ITC. Yogyakarta. 2008.

Hariyadi.A. Studi Konfigurasi Bangunan Pada Rumah Hunian Pasca Gempa Di Bantul Yogyakarta Menggunakan Alat Accelerometer GPL-6A3P. Tesis. Program Studi Teknik Arsitektur. Jurusan Teknik Arsitektur dan Perencanaan. Yogyakarta: UGM. 2009.

Sears, W.F. and Zemansky, W.M. Fisika Untuk Universitas. Jakarta: Binacipta. 1994.

Standar Nasional Indonesia. Tata Cara perencanaan Ketahanan Bangunan Gempa Untuk Gedung (SNI 03-1726-2002). Badan Standarisasi Nasional. 2002.

Subardjo. Parameter Gempabumi. Materi Diklat Teknis. BMG. Jakarta. 2008.

Tipler.P. Fisika Untuk Sains dan Teknik. Jakarta: Erlangga. 1991.

UN-Habitat. Guidelines for Earthquake Resistant Construction of Non-Engineered Rural and Suburban Masonry Uses in Cement Sand Mortar in Earthquake Affected Areas. Draft version. 2006.

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2014-12-30
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