PEMETAAN DAERAH RAWAN GEMPA BUMI BERDASARKAN DATA SEISMISITAS DI KABUPATEN JAYAPURA
DOI:
https://doi.org/10.31957/sains.v15i1.1Abstract
Seismic hazard assessment for Jayapura Regency was developed for recurrence interval 475 years. This research was purposed to map seismic hazard region based on peak ground acceleration distribution. Probabilistic analysis method was used for this research. EQRISK computer program was used for the computation to calculate peak ground acceleration value. The result shows that peak ground acceleration interval value for Jayapura Regency for recurrence interval 475 years is 300 – 900 gal. Peak ground acceleration assessment for 475 years recurrence interval has used as earthquake design. The high-hazard level with peak ground acceleration ranging between 600 – 900 gal are including several districts i.e.: Airuh, Kaureh, Yapsi, Unurum Guay, South Gresi, Kemtuk Gresi, Nimboran, southern of East Nimboran, southern Kemtuk, dan sothern Nimbokrang. The intermediate-hazard level with peak ground acceleration ranging between 300 – 600 gal are including several districts i.e.: Demta, Yokari, Depapre, West Sentani, Waibu, Ravenirara, Sentani, East Sentani, Ebungfau, northern Kemtuk, northern Nimbokrang, dan northern of East Nimboran.
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Keywords : Mapping, Earthquake Hazard, Peak Ground Acceleration, Jayapura Regency
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References
Bommer, J.J. and Scherbaum, F., 2007, The Use and Misuse of Logic-Trees in PSHA, Earthquake Spectra, 4, 24, 997-1009.
Bunga, M. dan Mantiri, S.Y.Y., 2007, Seismisitas Daerah Papua dan Sekitarnya Tahun 2000 –2006, Jurnal Sains FMIPA, Universitas Cenderawasih, 1, 7.
Cornell, C.A., 1968, Engineering Seismic Risk Analysis, Bulletin of the Seismological Society of America, 5, 58, 1583-1606.
Gibowicz, S.J. and Kijko, A., 1994, An Introduction to Mining Seismology, 55, Academic Press, San Diego.
Guttenberg, B. and Richter, C.F., 1944, Frequency of Earthquakes in California, Buletin of the Seismological Society of America, 4, 34, 185188.
Ibrahim, G. dan Subardjo, 2003, Pengetahuan Seismologi, Badan Meteorologi dan Klimatologi, Manado.
International Code Council, Inc., 2009, International Building Code.
International Conference of Building Official, 1997, Uniform Building Code, Volume 2
Irsyam, M., Sengara, W., Aldiamar, F., Widiyantoro, S.,Triyoso, W., Natawidjaja, D.H., Kertapati, E., Meilano, I., Suhardjono, Asrurifak, M., dan Ridwan, M., 2010, Ringkasan Hasil Studi Revisi Peta Gempa Indonesia 2010, Bandung.
Kanamori, H., 1977, The Energy Realease in Great Earthquake, Journal of Geophysical Research, 20, 82, 2981-2987.
Kijko, A., 2004, Estimation of the Maximum Earthquake Magnitude, mmax, Pure and Applied Geophysics, 8, 161, 1655-1681.
Kijko, A. and Graham, G., 1998. Parametric-historic Procedure for Probabilistic Seismic Hazard
Analysis, Pure and Applied Geophysics, 3, 152, 413-442.
Kramer, S.L., 1996, Geotechnical Earthquake Engineering, Prentice-Hall, Inc., New Jersey.
Lay, T. and Wallace, T.C., 1995, Modern Global Seismology, International Geophysics Series: Volume 58, Academic Press, San Diego.
McGraw-Hill Companies, Inc., 2003, Dictionary of Geology and Mineral, Second Edition, New York.
McGuire, R.K., 1976, Fortran Computer Program for Seismic Risk Analysis, United States Geological Survey, Open-File Report 76-67.
McGuire, R.K., 1977, Seismic Design Spectra and Mapping Procedures Using Hazard Analysis Based Directly on Oscillator Response, Earthquake Engineering and Structural
Dynamics, 5, 211-234.
Pemerintah Kabupaten Jayapura, http://www.jayapurakab.go.id.
Tate, R.R., 1959. Unbiased Estimation: Function of Location and Scale Parameters, The Annals of Mathematical Statistics, 2, 30, 341-366.
WinITDB version 5.1 of June 15, 2001, Integrated Tsunami Database for the Pacific for windows 95, 98, NT 4.0, 2000 and XP, Tsunami Laboratory Departement of Geophysics, Institute of Computational Mathematics and Mathematical Geophysics, Siberian Division Russian Academy of Sciences, Rusia