摘要(英) |
The Korean peninsula is located on the edge of the eastern Eurasian plate. Because of its distance from the tectonic plate boundary, the Korean peninsula is considered as a stable continental region. Therefore, the scale of the earthquake is usually small, and the general houses lack seismic design. The occurrence of earthquakes is more frequent recently. Buildings with seismic resistance become an important topic.
Seismic Hazard Analysis is an analysis of how much earthquake hazard may be experienced in different places with different return periods. This study used the probabilistic based seismic hazard analysis (PSHA) proposed by Cornell (1968). As the name implies, it is conducted in a probabilistic framework. First, seismic, geological and geophysical data are used to locate the source, in the same source area. The earthquake occurrence rate is averaged, and it is emphasized that there is a reasonable source partition to have better analysis results. Probabilistic seismic hazard analysis of South Korea is conducted in this research.
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參考文獻 |
1. Toshihiro YAMADA and Satoshi SHIMIZU, (2017),“Prototyping Korean PSHA Model,”. OYORMS Corporation.
2. Cornell, C. A., “Engineeing seismic risk analysis.” Bulletin of the Seismological Society of America, 58, 1583-1606, 1968
3. M.M.L.So, T. Mote & J.W. Pappin. “Seismic hazard assessment of South Korea”,(2016),Japanese Geotechnical Society Special Publication.
4. Jeong Soo JEON, “Current status of Seismic Hazard Map in Korea” , (2011),Earthquake Research Center Korea Institute of Geoscience and Mineral Resources (KIGAM).
5. Sungshil Kim,Jin-Han Ree,Ha Su Yoon,Byung-Kyu Choi and Pil-Ho Park, “Crustal Deformation of South Korea After the Tohoku-Oki Earthquake: Deformation Heterogeneity and Seismic Activity”,(2018).
6. Atkinson, G., and D. Boore (2006). Ground motion prediction equations for earthquakes in eastern North America, Bull. Seismol. Soc. Am. 96,2181–2205.
7. Shahram Pezeshk, Arash Zandieh, and Behrooz Tavakoli,(2011), “Hybrid Empirical Ground-Motion Prediction Equations for Eastern North America Using NGA Models and Updated Seismological Parameters” Bulletin of the Seismological Society of America, Vol. 101, No. 4, pp. 1859–1870
8. Walter Silva, Nick Gregor and Robert Darragh, (2002)“DEVELOPMENT OF REGIONAL HARD ROCK ATTENUATION RELATIONS FOR CENTRAL AND EASTERN NORTH AMERICA”
9. JEOMG-MOON,MYUNGHYUN NOH,CHUN-JOONG CHANG and KWAN-HEE
YUN, (2009)“Status of the PSHA in Korea for Nuclear Power Plant Sites”,
10. Korea Meteorological Administration: https://web.kma.go.kr/eng/index.jsp
11. KOREA INSTITUTE OF GEOSCIENCE AND MINERAL RESOURCES(KIGAM):
http://english.kigam.re.kr/html/en/
12. Gutenberg, B., Richter, C. F., “Frequency of earthquakes in California.” Bulletin of the Seismological Society of America, 34, 185-188, 1944.
13. U.S. Geological Survey,https://www.usgs.gov/
14. 洪東謀,「台灣地區天然巨災風險評估模型之建立」,國立中央大學土木工程研
究所博士論文,2009。
15. 許文科,「整合性多目標地震風險評估系統之建立」,國立中央大學土木工程研
究所博士論文,2000。
16. 鄭錦桐、江憲宗、林柏伸、李錫堤,「地震危害度分析技術之發展與應
用」,中興工程40 週年工程技術論文,232-248,2010。
17. 許文科、蔣偉寧、洪東謀、曾惇彬、蔡忠宏,「地震巨災組合風險評估模型及其
應用」,Journal of Crisis Management,Vol. 1 No. 1,2004。
18. 簡文郁、 張毓文 、溫國樑、 羅俊雄,「地震危害度分析和模擬地震設定」,
財團法人國家實驗研究院國家地震工程研究中心
19.羅廣群,「中國大陸地震危害度分析」,國立中央大學土木工程研究所碩士論
文,2017。 |