博碩士論文 943202004 詳細資訊




以作者查詢圖書館館藏 以作者查詢臺灣博碩士 以作者查詢全國書目 勘誤回報 、線上人數:35 、訪客IP:18.188.205.95
姓名 蕭嘉緯(Chia-Wei Hsiao)  查詢紙本館藏   畢業系所 土木工程學系
論文名稱 考量風險相關性之地震風險評估研究
(The Study of Assessment of Earthquake Risk Considering the Correlation Between Risks)
相關論文
★ 國際巨災保險制度之研究★ 我國推動地方層級災害防救專責單位之問題探討-以桃園縣為例
★ 公共危險物品保安監督之探討-以新竹縣為例★ 長期照顧機構消防安全設計與防火避難設施之研究
★ 考慮土壤結構互制效應並裝設減振裝置的高層建築氣動力反應之研究★ 結合模糊控制與類神經網路探討非線性結構控制的穩定性
★ 觀光產業天然災害風險評估與管理★ 天然災害風險管理決策方法建立—以地震災害為例
★ 颱洪災害風險評估推測事件資料庫之建置及應用★ 火災現場指揮幕僚運作探討-以桃園市政府消防局為例
★ 科學園區地震緊急應變計畫之研擬★ 地震災害風險評估及地震保險之風險管理
★ 園區建築物耐震能力評估★ 整合性多目標地震風險評估系統之建立
★ 適應性模糊滑動模態控制在結構工程上應用之研究★ 高樓結構裝設調和液柱阻尼器減振效應之風洞實驗研究
檔案 [Endnote RIS 格式]    [Bibtex 格式]    [相關文章]   [文章引用]   [完整記錄]   [館藏目錄]   [檢視]  [下載]
  1. 本電子論文使用權限為同意立即開放。
  2. 已達開放權限電子全文僅授權使用者為學術研究之目的,進行個人非營利性質之檢索、閱讀、列印。
  3. 請遵守中華民國著作權法之相關規定,切勿任意重製、散佈、改作、轉貼、播送,以免觸法。

摘要(中) 由於台灣為一海島型國家且位處於環太平洋地震帶上,受到菲律賓板塊及歐亞大陸板塊擠壓作用,再加上斷層遍佈、盆地平原等地形環境因素影響,係成為地震災害易造成嚴重損失的地區,如921大地震造成全國損失嚴重,因此國人對於地震災害保險便日益重視。地震風險評估系統對於地震損失的算估及保費的釐訂是一項重要的分析工具。
然而在地震風險評估分析中常伴隨著許多不確定性因素,而進行分析時,為了可有效率的完成大量的保單損失分析,便將每筆保單所伴隨的損失不確定性皆設定為獨立事件,來降低問題的複雜度並可提高計算上的效能。而本研究則是改變其假設條件,令每筆保單的損失不確定性不為獨立事件,且彼此會產生損失上加乘作用,即所謂的風險相關性。本研究將地震風險評估模型作一完整的介紹與理論探討,並針對地震風險評估模型之損失不確定性及風險相關性兩項主要課題來進行研究分析與案例比較。
透過本研究結果可掌握保單組合的地震損失範圍,能使地震風險管理及保費釐定採取更為合理的損失計算來降低破產風險的產生,並瞭解到損失不確定性及風險相關性此兩假設條件對於地震損失分析結果的重要性及影響。
摘要(英) Since Taiwan is an island locates on a seismic belt of the Pacific Ocean, the extrusion of Philippine Plate and Eurasia Plate and the impact caused by the natural geology factors such as fault, basin, champaign…etc., make this country with serious earthquake disaster frequently. Like 921 Chi-Chi earthquake that caused serious loss extremely. Therefore, people pay attention to the earthquake disaster insurance day by day. Earthquake Risk Assessment System is an important analysis tool to estimate earthquake loss and insurance premium in advance.
When the Earthquake Risk Assessment System proceeds with loss analysis, it will let every insurance policy’s loss uncertainty be an independent incident to reduce the complexity of the portfolio and increase arithmetical efficiency. And this thesis is to change its assumed conditions, make loss uncertainty of each insurance policy not an independent incident. Suppose that there is something correlation existed between policy-loss, this relation is namely the correlation of risks. This thesis will do an intact introduction about the Risk Assessment Model of Earthquake and its theory. In the end, there are different cases to compare and discuss about considering loss uncertainty and correlation of risks.
We can know the possible earthquake loss extent of portfolio through this research and it can make risk management and premium adopt more reasonable calculation of loss analysis to reduce solvency risk. We also can know that loss uncertainty and correlaton of risks is a key condition to the result of Earthquake Risk Assessment Model.
關鍵字(中) ★ 風險相關性
★ 地震事件損失表
★ 地震風險評估
關鍵字(英) ★ Correlation of Risks
★ Aggregate Loss Exceeding Probability
★ Earthquake Risk Assessment
論文目次 中文摘要 i
Abrstract ii
誌謝 iii
目錄 iv
圖目錄 vii
表目錄 ix
第一章 緒論 1
1.1 研究背景 1
1.2 研究動機 2
1.3 研究內容 4
第二章 地震風險評估系統之介紹 5
2.1 保單資料 8
2.1.1 保單資料介紹 9
2.1.2 保單資料組合與損失組合 13
2.1.3 資料不完整之處理方法 19
2.1.4 保單資料與風險相關性 24
2.2 地震事件損失表分析 29
2.2.1 地震事件資料庫 31
2.2.2 建築物損害分析模組 34
2.2.3 建築物損害分析模組與風險相關性 43
2.2.4 地震事件損失表之建立 47
2.2.5 地震事件損失表與地震損失風險評估 53
2.3 累計損失超越機率曲線 58
2.3.1 累計損失超越機率曲線之介紹 58
2.3.2 建立累計損失超越機率曲線之方法 60
2.4 本章總結 62
第三章 風險相關性之研究 64
3.1 研究風險相關性之基礎知識 66
3.1.1 資料屬性之定義符號 66
3.1.2 各分析模組之計算函數 69
3.1.3 基礎統計學 71
3.2 不考慮損失不確定性及風險相關性 73
3.3 考慮損失不確定性但不考慮風險相關性 75
3.4 考慮損失不確定性及風險相關性 78
3.5 損失相關係數之計算 81
3.6 本章總結 85
第四章 案例分析 87
4.1 不考慮損失不確定性之案例 89
4.2 考慮損失不確定性之案例 92
4.3 考慮損失不確定性與風險相關性之案例 95
4.3.1 不考慮地震事件發生率之權重─案例3 96
4.3.2 考慮地震事件發生率之權重─案例4 98
4.4 本章總結 100
第五章 結論與建議 107
參考文獻 109
參考文獻 [1] 許文科,2000. 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學研究所博士論文
[2] Anagnos, T., Kiureghian, A. S., A Review of Earthquake Occurrence Models for Seismic Hazard Analysis, Probabilistic Engineering Mechanics, 1988, V0l. 3, N0. 1, P.3~11.
[3] 鄭錦桐, 李錫堤, 蔡義本, 台灣地震危害度分析-使用新的震源分區, 1997, 中國地質學會八十六年年會大會論文, P300-302.
[4] Tsai, C. C., Loh, C. H., Yeh, Y. T., Analysis of Earthquake Risk in Taiwan Based on Seismotectonic Zones, Memoir of the Geological Society of China, No.9,p413-446, 1987.
[5] 鄭錦桐,2002. 台灣地區地震危害度的不確定性分析與參數拆解,國立中央大學地球物理研究所博士論文
[6] Gutenberg, B., Richter, C. F., Frequency of Earthquake in California, Bull. Seism. Soc. Amer. 1991, Vol. 34, P.185~188.
[7] 羅俊雄、葉錦勳、陳亮全、洪鴻智、簡文郁和廖文義,「HAZ-Taiwan地震災害損失評估系統」,國立臺灣大學台大工程學刊,第八十五期,2002
[8] Kanai, K., An Empirical Formula for the Spectrum of Strong Earthquake Motion, Bulletin of Earthquake Research Institute, 1961, Tokyo, Vol. 39, P.85~95.
[9] Joyner, W. B., Boore D. M., Peak Horizontal Acceleration and Velocity from Strong-Motion Records Including Records from the 1979 Imperial Va lley, California, Earthquake, Bull. Seism. Soc. Amer., 1981, Vol. 71, P.2011~2038.
[10] K. W. Campbell, “Near-source attenuation of peak horizontal acceleration,” Bull.Seism. Soc. Am., Vol. 71, No. 6, 1981.
[11] 簡文郁,設計地震力參數與結構可靠度分析研究,1996,國立台灣大學土木工程研究所博士論文.
[12] ATC-40, “Recommended Methodology for Seismic Evaluation and Retrofit of Existing Concrete Buildings”, Applied Technology Council, 1996.
[13] FEMA, Earthquake Loss Estimation Methodology-HAZUS97, Technical Manual,Vol. 1, 1997.
[14] ATC-13, Earthquake Damage Evaluation Data for California, Applied Technology Council, 1985.
[15] E. C. M. Su, "Building structural types in Taiwan", Handouts of the International Training Programs for Seismic Design of Building Structures, Taipei, 2002.
[16] Mahaney et al., "The Capacity Spectrum Method for Evaluating Structural Response during the Loma prieta Earthquake", Proceedings of the National Earthquake Conference, Memphis, Tennessee, U.S. 1993.
[17] ATC-10, “An Investigation of the Correlation Between Earthquake Ground Motion and Building Performance”, Applied Technology Council, 1996.
[18] Freeman, S. A., Nicoletti, J. P., and Tyrell, J. V., “Evaluations of Existing Buildings for Seismic Risk- A Case Study of Puget Sound Naval Shipyard, Bremerton, Washington”, Proceedings of 1st U.S. National Conference on Earthquake Engineering, EERI, Berkeley, pp. 113-122, 1975.
[19] 羅俊雄、廖文義、簡文郁、鄧崇任、柴駿甫,「容量設計法應用於建築物耐震設計之探討」,2001,地震工程學會,內政部建築研究所
[20] 內政部築研究所,「九二一大地震建築震害特性分析與統計」,計畫編號MOIS 902020,九十一年
[21] Frank. H. Knight, “RISK,UNCERTAINTY AND PROFIT”, 1921.
[22] Budnitz, R. J., et. al., ”Recommendation for Probabilistic Seismic Hazard Analysis: Guidance on Uncertainty and Use of Experts”, Vol. 1, NUREG/CR-6372, UCRL-ID-122160, Aug. 1995.
[23] Weimin Dong, “Building a More Profitable Portfolio - Modern Portfolio Theory with Application to Catastrophe Insurance”, 2002.
[24] Cornell, C.A. and Winterstein, S.R., “Applicability of the Poisson Earthquake Occurrence Model”, Technical Report NP-4770, Electric Power Research Institute, Palo Alto, CA, 1986.
[25] Gardner, J. K., Knopoff, L., “Is the Sequence of Earthquake in Southern California, with Aftershocks Removed, Poissonian?”, Bull. Seism. Soc. Amer., 1974, Vol. 64, P.1363~1367.
[26] Schwartz, D. P., and Coppersmith, K. J., 1984. Fault Behavior and Characteristic Earthquakes: Example From the Wasatch and San Andreas Fault Zones, J.Geophys. Res., 89, 5681-5698.
[27] Wesnousky, S. G., 1994. The Gutenberg-Richter or Characteristic Earthquake Distribution, Which Is It? Bull. Seismo. Soc. Am., 84, 1940-1959.
[28] "地震地質調查及活動斷層資料庫建置計畫", 中央地質調查所, 臺灣, 90年
[29] Cornell, C. A., Engineering Seismic Analysis, 1968, Bull. Seism. Soc. Am., Vol.58, P1583-1606.
[30] Working Group on California Earthquake Probabilities, “Probabilities of Large Earthquakes Occurring in California on the San Andreas Fault”, U.S. Geological Survey, Open File #88-398,1988.
[31] Working Group on California Earthquake Probabilities, “Probabilities of Large Earthquakes Occurring in the San Francisco Bay Region, California”, U.S. Geological Survey, Circular 1053, 1990.
[32] Youngs, R.R., and Coppersmith, K. J. 1985. Implications of fault slip rates and earthquake recurrence models to probabilistic seismic hazard estimates, Bull.Seism. Soc. Am., 75, 939-964.
[33] Matsuda, T., 1975. Magnitude and recurrence interval of earthquakes from a fault associated, J. Seism. Soc. Japan, Series 2, 28, 268-283.
[34] Bollina, M. G., 1970. Surface faulting and related effects: in Earthquake Engineering, R. L. Wiegel, Editor, Prentice-Hall, Englewood Cliffs, New Jersey, 47-74.
[35] 林柏伸,2002,台灣東北部地區隱沒帶地震強地動衰減式之研究,國立中央大學應用地質研究所碩士論文
[36] Youngs, R. R., N.A. Abrahamson, F. Makdisi, and K. Sadigh (1995). Magnitude dependent dispersion in peak ground acceleration, Bull. Seism. Soc. Am., 85,1161-1176.
[37] Campbell, K. W., 1997. Empirical near-source attenuation relationships for horizontal and vertical components of peak ground acceleration, peak ground velocity, and pseudo-absolute acceleration response spectra, Seism. Res. Lett., 68, 1, 154-179.
[38] 劉坤松,1999,台灣地區強震地動衰減模式之研究,國立中央大學地球物理研究所博士論文
[39] 蔣偉寧,地震災害潛勢與損害評估方法研究-子計畫:應用貝氏定理修正橋樑之易損性曲線研究,國立中央大學土木系,89年
[40] B. Scholkopf, A. J. Smola, 2000, Statistical learning and kernel methods, Cambridge, USA.
[41] 地震保險制度之建立及颱風洪水保險制度之建立,美商達信保險經紀人,2004
[42] Variance, Covariance, Coefficient of Correlation, Wikimedia Foundation, Inc.
[43] Monte Carlo Method, Wikimedia Foundation, Inc.
[44] Guy Carpenter & Company, 2002. Natural Hazards-Review of the Year 2001.
[45] Munich Re., 2001. Topics 2000, http://www.munichre.com/, Munich Reinsurance Company Website accessed September 2002.
指導教授 蔣偉寧、許文科
(Wei-Ling Chiang、Wen-ko Hsu)
審核日期 2007-10-15
推文 facebook   plurk   twitter   funp   google   live   udn   HD   myshare   reddit   netvibes   friend   youpush   delicious   baidu   
網路書籤 Google bookmarks   del.icio.us   hemidemi   myshare   

若有論文相關問題,請聯絡國立中央大學圖書館推廣服務組 TEL:(03)422-7151轉57407,或E-mail聯絡  - 隱私權政策聲明