| 研究生: |
黃盈富 Ying-Fu Huang |
|---|---|
| 論文名稱: |
等震度等母體數方法之改進及信賴區間 Improvement of iso-intensity and eqal-poppulation method and confidence interval |
| 指導教授: |
田永銘
Yong-Ming Tien |
| 口試委員: | |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 畢業學年度: | 95 |
| 語文別: | 中文 |
| 論文頁數: | 122 |
| 中文關鍵詞: | 等震度 、人員罹難 、易損曲線 |
| 外文關鍵詞: | coseismic, fragility curve, fatality |
| 相關次數: | 點閱:7 下載:0 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
本研究蒐集集集地震強地動測站紀錄與人員罹難屬性資料庫,利用「等震度」與「等人口母體數」的概念,透過GIS軟體的運算與分析,以建立不同強地動參數與人員罹難之易損曲線,並以集集地震為模擬地震,進行人員罹難之推估及驗證。
在建立的過程中,發現有三個項目可以使本研究概念更加的精進,分別為(1)強地動測站的數量、(2)區間內PGA的決定、(3)未定位罹難人數的補償,同時以等母體數為20萬人、10萬人、5萬人與2.5萬人四種尺度分別探討,研究結果顯示這三項的改進對於人員罹難易損曲線之結果都有一定程度的幫助,尤以對未定位罹難者進行補償最明顯。本研究也對於傳統的分析方法與等震度等母體數之概念進行比較,研究結果顯示等震度等母體數之概念所得之人員罹難易損曲線結果較為良好,趨勢也較為明顯。
本研究亦對易損曲線探討其信賴區間,並針對不同的建立模式對集集地震主要災區(中投地區)進行推估與驗證,由結果發現在許多地區的預測都相當良好,但是在建築物損壞率較高之地區都有明顯低估的情形,此現象說明建築物的耐震能力很直接的影響人員罹難機率的發生,即使是位於受震震度較小之地區。
In this research we collect the murdered people damage data and the strong motion data of the Chi-Chi earthquake, and propose concept of “coseismic” and “equal-population number”. We can construct fragility curves which were relation between strong ground motion index and mortality by means of GIS software. Further more we take the Chi-Chi earthquake as a study case to assess the mortality distribution.
During the process of setting up, there are three project that can make this research concept progressing greatly further, is (1) numbers of the seismic station, (2) decision of PGA in each donut, (3) compensate for fatality population of non-orientation. The scales such as (1)200,000, (2)100,000, (3)50,000 and (4)25,000 death tolls are used as equal-population number to decide the analysis regions. The result of study shows that the improvement of these three items has certain help in fragility curve of mortality, especially in compensate for fatality population of non-orientation . In this study, we also compared the traditional method with concept of “coseismic” and “equal-population number”. The result of study shows that the fragility curve is better by using the concept of “coseismic” and “equal-population number”, and the trend is very obvious too.
In this research we also find the confidence interval for fragility curve. Using different setting-up ways to estimate and prove in the main disaster area of the Chi-Chi earthquake. The research indicated that the estimation in most areas is quite good. In the area that the damage ratio of buildings is higher, it will underestimate obviously. This phenomenon state that anti-shaking ability of buildings directly influence mortality, even if the area in lower intensity.
1.中央氣象局,921大地震主震資料,網頁資料: http://www.cwb.gov.tw
2.王益良, 「集集大地震罹難者居住建築物特性調查分析」 ,碩士論文,國立中央大學土木工程研究所,桃園 (2001)。
3.羅啟源,「以等震度與等母體數建立建築物易損曲線-以集集大地震為例」 ,碩士論文,國立中央大學土木工程研究所,桃園 (2003)。
4.白志宏,「地震引致人員罹難空間分佈之推估」,博士論文,國立中央大學土木研究所,中壢 (2006)
5.田永銘、白志宏, 「以等震度、等人口數建立人員罹難曲線─以集集地震為例」 ,電子計算機於土木水利工程應用研討會,台南 (2005)。
6.田永銘、白志宏、郭明傳、羅啟源,「以等震度等母體數建立地震災損易損曲線—以集集地震為例」,九十四年電子計算機於土木水利工程應用研討會,台南成功大學,第19~31 頁(2005)。
7.田永銘、白志宏、羅啟源、郭明傳,「地震災害人員罹難易損曲線之建立與驗證」,第十屆大地工程研討會暨國科會成果發表會,台北縣萬里鄉,文章編號:J02 (2005)。
8.葉錦勳,2003,「台灣地震損失評估系統-TELES」,國家地震工程研究中心,NCREE-03-002。
9.國家地震工程研究中心, 「九二一大地震震災調查總結報告」 ,台北 (2001)。
10.白志宏、田永銘,「集集地震鄰近車籠埔斷層人員罹難率之探討」,第十屆台灣地區地球物理研討會暨2003 年中國地球物理學會年會,台灣嘉義,第109~115 頁(2003)。
11.蔡博文,新一代地理資訊系統ArcView3.1剖析,固地文化事業有限公司, 台北 (1999)。
12.蕭江碧、李秉乾、周天穎,「九二一大地震建築震害特性分析與統計」,內政部建築研究所專題研究計劃成果報告,台北 (2001)。
13.蕭江碧、田永銘、莊德興、陳建忠、王益良、白志宏,「集集大地震罹難者居住建築物特性調查及統計分析( I )」,內政部建築研究所專題研究計劃成果報告 ,台北 (2001)。
14.蕭江碧、田永銘、莊德興、陳建忠、王益良、白志宏,「集集大地震罹難者居住建築物特性調查及統計分析( II )」,內政部建築研究所專題研究計劃成果報告,台北 (2001)。
15.蕭江碧、李秉乾、周天穎,「九二一大地震建築震害特性分析與統計」,內政部建築研究所專題研究計劃成果報告,台北 (2001)。
16.Pai, C.H., Tien, Y.M., and Teng, T.L., “A Method for estimation of death tolls in disastrous earthquake,” 8th U.S. National Conference on Earthquake Engineering, abstract accepted (2006).
17.Tien, Y. M., Juang, D.S., Pai, C.H., Hisao, C.P. and Chen, C.J., “Statistical analyses of relation between mortality and building type in the 1999 Chi-Chi earthquake,” Journal of the Chinese Institute of Engineers, Vol. 25, No. 5, pp. 577-590 (2002).
18.Lee, B.J., Chou, T.Y., Lei, T.C., Lin J.Y., Wu, C.T., and Huang, P.H., “Study on the seismic building damage assessment model based on the Chi-Chi earthquake damage data:Ⅰ. building damage database,” Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol.17, No.1, pp. 121-131 (2005).
19.Lee, B.J., Chou, T.Y., Lei, T.C., Lin J.Y., and Wu, C.T., “Study on the seismic building damage assessment model based on the Chi-Chi earthquake damage data:Ⅱ.fragility curves and seismic building risk analysis,” Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol.17, No.2, pp. 293-300 (2005).
20.Wen, K.L., Peng, H.Y., Tsai, Y.B., and Chen, K.C., “Why 1g was recorded at TCU129 site during the 1999 Chi-Chi, Taiwan, earthquake,” Bulletin of the 131 Seismological Society of America, Vol. 91, No. 5, pp. 1255-1266(2001).
21.Hwang Howard, Chiu Yi-Huei, Chen Wei-Yao, and Shih Ban-Jwu,“Analysis of Damage to Steel Gas Pipelines Caused by Ground Shaking Effects during the Chi-Chi, Taiwan, Earthquake,” Earthquake Spectra, Vol. 20, No. 4, pp. 1095~1110 (2004)
22.Yamaguchi, N., and Yamazaki, F., “Fragility curves for building in Japan based on damage surveys after the 1995 KOBE earthquake,” Proceedings of the 12th conference on earthquake engineering, Auckland, New Zealand(2000).
23.Naoya Yamaguchi and Fumio Yamazaki,“Estimation of strong motion distribution in the 1995 Kobe earthquake based on building damage data, Earthquake Engineering and Structural Dynamics, Vol. 30, No. 6, pp. 787~801 (2001)
24.Yamaguchi, N., and Yamazaki, F., “Estimation of strong motion distribution in the 1995 Kobe earthquake based on building damage data,” Earthquake Engineering and Structural Dynamics, Vol. 30, pp. 787-801(2001)