30
4. CONCLUSSION
In the scope of this study, the weight and rank values which are used in the SAW method are assigned properly according to the geological and geophysical
expert’s judgment. On the other hand, the SAW method definitely has an advantage in rapidity. In applying this method, the result can be realized quickly
with the contribution of a qualified expert. However, since SAW method uses direct assignment of the weightsranks, the qualification of the expert needed is
much more.
Determine earthquake hazard areas can be modeled using GIS technologies. There are several factors that can be used to determine earthquake
hazard areas, such as earthquake intensity, slope, predominant period, amplification factors, lithology and fault distance. The assignment of the weight
and rank values and the analysis was performed by application of the SAW method. As a result, the study area was categorized into three different zones
regarding the foundation determine earthquake hazard areas as: 1 Low Damage Areas; 2 Moderate Damage Areas; 3 High Damage Areas. According to this
final map, the majority of the study area was been found to be in the Moderate Damage Area zone.
Based on the final earthquake hazard areas map, the determination of hazardous areas in feasibility site for nuclear power plant are located in areas
categorized moderate earthquake affect damage.
5. RECOMMENDATIONS
Recommendations as the result of this study are as follows: 1.
According to the result of this study, the GIS approach can be used for next prediction determine earthquake hazard areas in Indonesia Region
2. Since this analysis is truly dependent on data accuracy, reliability, and
validity. On the other words, the result accuracy is really dependent on the data being inputted. Therefore, the availability of data accuracy, reliability,
and validity are required.
3. To obtain accurate results in spatial analysis, data used must have more
detailed information 4.
Similar analysis specific to other areas in Indonesia region to determine earthquake hazard areas should be conducted
31
REFERENCES
Ali Zadeh Mohsen et.al. 2012. Application of Spatial Multicriteria Evaluation SMCE in Classification of Earthquake Hazard Case Study: Amol
County. International Journal of Engineering Research and Technology IJERT, Vol. 1 Issue 7.
Andi dan Djamal. Peta Geologi Lembar Bangka Utara, Sumatera, Skala 1: 250.000 1994.
Ayalew, Luseged., Yamagishi, Hiromitsu., Ugawa, Norimitsu. 2004. Landslide susceptibility mapping using GIS-based weighted linear combination, the
case in Tsugawa area of Agano River, Niigata Prefecture, Japan. Landslides 1, 73-81.
BAPETEN, 1999, Keputusan Kepala Badan Pengawas Tenaga Nuklir No: 01Ka- BAPETENV1-99, Pedoman Penentuan Tapak Reaktor Nuklir, Badan
Pengawan Teknik Nuklir, Jakarta. Bakun, W.H., Johnston, A.C. and Hoper, M.G.. 2003. Estimating Locations and
Magnitudes of Earthquakes in Eastern North America from Modified Mercalli Intensities, Bulletin of Seismological Society of America BSSA.
Bealand, S. et.al. 1996. Earthquake Hazard Analysis of Waikato Regional Council Area. Client Report 19963359n. Istitute of Nuclear and Geological
Sciences. Bulcock, Andrian. 2009. Geotechnical Investigation. Final Report Steep and
Unstable Land Study. Toowoohaba Regional Council. Centre for Nuclear Energy Development National Nuclear Energy Agency of
Indonesia. 2010.Terms of Reference TOR of Nuclear Power Plant Sitting in Bangka Island of Bangka Belitung Province 2011-2013
Centre for Nuclear Energy Development National Nuclear Energy Agency of Indonesia. 2010. Annex Terms of Reference TOR of Nuclear Power Plant
Sitting in Bangka Island of Bangka Belitung Province 2011-2013 Chavez David, E. Presttley Keith, F.,1985. ML Observations in The Great
Basin and Mo Versus ML relationships for the 1980 Mamoth Lakes, California Earthhquake Sequence. Bulletin of Seismological Society of
America BSSA.
Dowrick, D.J.1992. Attenuation of Modified Mercalli Intensity in New Zealand Earthquakes. Earthquake Engineering and Structural Dynamics, 21:181-196
Dowrick, D.J Rhodes, D.A..1999. Attenuation of Modified Mercalli Intensity in New Zealand Earthquakes. Bulletin of The New Zealand Society for
earthquake Engineering, 32:55-89. Duval A.M., Bard P.Y., Meneroud J.P.,Vidal S., 1994, “Usefulness of
microtremor measurements for site effect studies, Proceedings of the Tenth European Conference on Earthquake Engineering, Vienna, Austria,
Balkema, Duma Ed., I, 521-528.
Duval A.M., Bard P.Y., Meneroud J.P.,Vidal S., 1995, Mapping site effects with microtremors, Proceedings of the Fifth International Conference on Seismic
Zonation, October 17-19, Nice, France,Ouest Ed. II, 1522-1529. FEMA. 2001. State and Local Mitigation Planning How To Guide Understanding
Your Risks, FEMA 386-2.
32 Fukushima Yoshimitsu, Bonilla Fabian, Scotti Oona and Douglas John. 2007. Site
Classification Using Horizontal to vertical Response Spectral Ratios Its Impact When Deriving Empirical Ground Motion Prediction Equation.
Journal of Erathquake Engineering 11,5.
Ivis Frank. 2006. Calculating Geographic Distance Concepts and Methods. Canadian Institute for Health Information. NESUG, Geog 271.
Japan Road Association. 1990. Specification for Highway Bridges Parts V Seismic Design. Maruzen Co.,LTD.
Kayal,J.R. 2006. Seismic Waves and Earthquakes Location. Geological Survey India. http:wwwescweb.wr.usgs.govSharemoneySriII2.pdf
Maksud Kamal, A.S.M. Midorikawa Saburah.2006. Geomorphological Approach for Seismic Microzoning Within Dhaka City Area, Bangladesh.
The Geological Society of London. IAEG Paper Number 457. Mwemezi Jovin J. Huang Yonfang. 2011. Optimal Facility Location on
Spherical Surfaces: Algorithm and Application. New York Science Journal, a7:21-28 ISSN:1554-0200
Malczewski, Jacek. 1999. GIS and Multicriteria Decision Analysis. New York: John Wiley Sons, Inc., 182-187.
Nakamura, Y., 2000, Clear identification of fundamental idea of Nakamura’s technique and its applications: Proceedings of the 12th World Conference
on Earthquake and Engineering, 2656-2664. Peraturan Presiden Republik Indonesia Nomor 5 Tahun 2006 Tentang Kebijakan
Energi Nasional.www.prokum.esdm.go.idperpres2006perpres_05_2006.pdf
Peraturan Presiden Republik Indonesia Nomor 64 Tahun 2005 Tenatang Perubahan Keenam Atas Keputusan Presiden Nomor 103 Tahun 2001
Tentang Kedudukan, Tugas, Fungsi, Kewenangan, Susunan Organisasi dan Tata Kerja Lembaga Pemerintahan Non Departemen.
http:www.batan.go.idperaturandownload1140695225Perpres64_2005.pdf Sitharam, T.G. and Anbazhagan,P.2008. Seismic Microzonation: Principles,
Practices and Experiments. The Electronic Journal of Geotechnical Engineering EJGE Special Volume Bouquet 08, online. Bangalore City,
India. Map Asia Forum. Kualumpur, Malaysia.
Undang-Undang Negara Republik Indonesia Nomor 10 Tahun 1997 Tentang Ketenaganukliran.
http:www.jdih.den.go.iddownload17undangudang- no-10-tahun-1997
Tsutomu SATO, Yutaka NAKAMURA and Jun SAITA, Evaluation of The Amplification Characteristics of Subsurface Using Microtremor and Strong
motion, - The Studies at Mexico City -, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada August 1-6, 2004, Paper
No. 862
U.Margono, RJB. Supandjono dan E. Partoyo, 1995. Peta Geologi Lembar Bangka Selatan, Sumatera, Skala 1: 250.000, 1996
http:www. quakeinfo.ucsd.edu http:www.embc.gov.bc.ca
http:www.scarborough.k12.me.us http:www.cgiar-csi.org