[1]UNDRO: Natural Disasters and Vulnerability Analysis[R]. Office of the United Nations Disaster Relief Co-ordinator, Geneva,1980:5-6.
[2]Varnes D J, IAEG.Commission on Landslides and Other Mass Movements, Landslide Hazard Zonation: A Review of Principles and Practiceosium[M]. Paris:UNESCO Press, 1984.
[3]Einstein H H. Special lecture: Landslide risk assessment procedure[C]∥Bonnard C ed. Proceeding of the 5th International Symposium on Landslides.Rotterdam: A. A. Balkema,1988: 1 075-1 090.
[4]Alexander D E. Natural Disasters[M]. London: UCL Press Limited, 1993.
[5]Fell R. Landslide risk assessment and acceptable risk [J].Canadian Geotechnical Journal,1994,31:261-272.
[6]IUGS Working Group on Landslides, Committee on Risk Assessment. Quantitative risk assessment for slope and landslide the state of the art[C]∥Cruden D M, Fell R, eds. Landslide Risk Assessment. Rotterdam: A. A. Balkema, 1997:3-12.
[7]Liu Xilin, Mo Duowen. Site-specific debris flow vulnerability assessment[J]. Geographical Research,2002,21(5):570-577. [刘希林,莫多闻. 泥石流易损度评价[J].地理研究,2002, 21(5): 570-577.]
[8]Luo Yuanhua, Chen Chongxi. Methodological Research on Numerical Simulation and Disaster Risk Assessment of Debris Flow Deposition Fan[M].Beijing: Geological Publishing House,2000:11-82.[罗元华,陈崇希.泥石流堆积数值模拟及泥石流灾害风险评估方法[M].北京:地质出版社, 2000:11-82.]
[9]Ding Mingtao. Risk Analysis of Debris Flow and Its Application to Property Insurance[D].Beijing: Graduate University of the Chinese Academy of Sciences,2009.[丁明涛.泥石流灾害风险分析及其在财产保险中的应用[D].北京:中国科学院研究生院,2009.]
[10]Cui Peng, Yang Kun, Wei Fangqiang, et al. Index system of debris flow hazard assessment[J].Journal of Natural Disasters, 2001,10(4): 36-41.[崔鹏,杨坤,韦方强,等.泥石流灾情评估指标体系[J].自然灾害学报,2001,10(4):36-41.]
[11]Liu Xilin, Mo Duowen, Wang Xiaodan. Regional vulnerability assessment of debris flows[J]. The Chinese Journal of Geological Hazard and Control,2001,12(2):7-12.[刘希林,莫多闻,王小丹. 区域泥石流易损性评价[J].中国地质灾害与防治学报,2001,12(2):7-12.]
[12]Shi Lili, Qiao Jianping. Vulnerability evaluation on regional landslides based on GIS and contribution weight superposition approach[J]. Journal of Catastrophology, 2009,24(3): 46-50.[石莉莉,乔建平.基于GIS和贡献权重迭加方法的区域滑坡灾害易损性评价[J].灾害学,2009,24(3):46-50.]
[13]Jiang Yun. An integrated entropy weight variable fuzzy sets evaluation approach for small town disaster vulnerability problem[J].Geography and Geo-Information Science, 2009,25(6): 88-91.[姜云.小城镇灾害易损性熵权与可变模糊集评估方法研究[J].地理与地理信息科学,2009,25(6):88-91.]
[14]Xu Linrong, Wang Lei, Su Zhiman. Assessment of engineering vulnerability of tunnel suffering from debris flow[J]. Rock and Soil Mechanics,2010,31(7):2 153-2 158.[徐林荣,王磊,苏志满. 隧道工程遭受泥石流灾害的工程易损性评价[J].岩土力学,2010, 31(7): 2 153-2 158.]
[15]Pascale S, Sdao F, Sole A. A model for assessing the systemic vulnerability in landslide prone areas[J]. Natural Hazards and Earth System Sciences, 2010,(10): 1 575-1 590.
[16]Fuchs S. Susceptibility versus resilience to mountain hazards in Austria paradigms of vulnerability revisited[J]. Natural Hazards and Earth System Sciences,2009,(9): 337-352.
[17]Wieczorek G F, et al. Debris-flow and flooding deposits in coastal Venezuela associated with the storm of December 14-16, 1999[Z].Miscellaneous Investigations Series. U.S. Geological Survey,2002:map1-2 772.
[18]Barbolini M, Cappabianca F, Sailer R. Empirical estimate of vulnerability relations for use in snow avalanche risk assessment[M]∥Brebbia C A ed. Risk Analysis IV. Southampton:WIT Press, 2004:533-542.
[19]Glade T. Vulnerability assessment in landslide risk analysis[J]. Die Erde, 2003,134:123-146.
[20]Leone F, Aste J P, Leroi E. Vulnerability assessment of elements exposed to mass movement: Working toward a better risk perception[M]∥Sassa K, Fukuoka H,Wang F, et al. eds.Landslides. Rotterdam:A.A. Balkema,1996:263-270.
[21]Fell R, Hartford D.Landslide risk management[M]∥Dikau R, Brunsden D, Schrott L,eds. Landslide Recognition, Identification, Movement and Causes. Chichester: Wiley, 1997:251.
[22]Michael-Leiba M, Baynes F, Scott G, et al. Regional landslide risk to the Cairns community[J].Natural Hazards, 2003,30:233-249.
[23]Bell R, Glade T.Quantitative risk analysis for landslides-Examples from Bildudalur, NW-Iceland[J]. Natural Hazards and Earth System Sciences,2004,4:117-131.
[24]Romang H, Kienholz H, Kimmerle R, et al. Control structures, vulnerability, cost effectiveness—A contribution to the management of risks from debris torrents[C]∥Rickenmann D, Chen C, eds. Debris-flow Hazards Mitigation: Mechanics, Prediction, and Assessment.Rotterdam: Mill Press, 2003:1 303-1 313.
[25]Fuchs S, Heiss K, Hübl J. Towards an empirical vulnerability function for use in debris flow risk assessment[J]. Natural Hazards and Earth System Sciences,2007,7:495-506.
[26]Akbas S, Blahut J, Sterlacchini S. Critical assessment of existing physical vulnerability estimation approaches for debris flows[C]∥Malet J P, Rematre A, Bogaard T, eds. Landslide Processes: From Geomorphologic Mapping to Dynamic Modeling. France, Strasburg,2009:229-233.
[27]Totschnig R, Sedlacek W, Fuchs S.A quantitative vulnerability function for fluvial sediment transport[J]. Natural Hazards, 2011, 58(2): 681-703.
[28]Jakob M, Stein D, Ulmi M. Vulnerability of buildings to debris flow impact[J]. Natural Hazards,2012, 60(2): 241-261.
[29]Zhang Yu,Wei Fangqiang, Jia Songwei, et al. Experimental research of unreinforced masonry wall under dynamic impact of debris flow[J].Journal of Mountain Science, 2006,(3): 340-345.[张宇,韦方强,贾松伟,等.砖砌体建筑在泥石流冲击力作用下动态响应实验[J].山地学报,2006,(3): 340-345.]
[30]Armanini A. On the dynamic impact of debris flows: Lecture Notes in Earth Sciences[C]∥Armanini A, Michiue M. Recent Development on Debris Flows. Berlin:Springer, 1997:208-226.
[31]Wei Hong. Experimental study on impact force of debris flow heads[J].China Railway Science,1996,17(3):50-62.[魏鸿.泥石流龙头对坝体冲击力的试验研究[J].中国铁道科学,1996,17(3):50-62.]
[32]Wu Jishan, Tian Lianquan, Kang Zhicheng,et al. Debris Flow and Its Comperhensive Control[M]. Beijing:Science Press,1993.[吴积善,田连权,康志成,等.泥石流及其综合治理[M].北京:科学出版社,1993.]
[33]Liu Leiji,Wei Hua. Study of impace of debris flow[J].Journal of Sichuan Union University (Engineering Science Edition), 1997,1(2):99-102.[刘雷激,魏华.泥石流冲击力研究[J].四川联合大学学报:工科版,1997,1(2):99-102.]
[34]Chen Hongkai, Tang Hongmei. Method to calculate impact force and impact time of two-phase debris flow[J]. China Journal of Highway and Transport,2006,19(2):123-129.[陈洪凯,唐红梅.泥石流两相冲击力及冲击时间计算方法研究[J].中国公路学报,2006,19(2):123-129.]
[35]Sun Xunfang, Fang Xiaoshu, Guan Laitai,et al. Mechanics of Materials (Ⅰ) [M]. Beijing: Higher Educaltion Press, 2009:97-142.[孙训方,方孝淑,关来泰,等.材料力学Ⅰ(第五版)[M]. 北京:高等教育出版社,2009:97-142.]
[36]Long Yuqiu, Bao Shihua. Structural MechanicsⅠ[M]. Beijing: Higher Education Press, 2006.[龙驭球,包世华.结构力学Ⅰ,基本教程[M]. 北京: 高等教育出版社,2006.]
[37]Luna B Q, Blahut J, Van Westen C J, et al. The application of numerical debris flow modelling for the generation of physical vulnerability curves[J]. Natural Hazards and Earth System Sciences,2011,(11): 2 047-2 060.
[38]Douglas J. Physical vulnerability modelling in natural hazard risk assessment[J]. Natural Hazards and Earth System Sciences,2007, 7: 283-288.
[39]Haugen E D, Kaynia A M. Vulnerability of structure impacted by debris flow[C]∥Chen Zuyu ed. Landslides and Engineered Slope, From the Past to the Future. London: Taylor & Francis Group, 2008.
[40]HAZUS. Multi-hazard Loss Estimation Methodology, Earthquake Model, HAZUS MH-MR4, Technical Manual[Z].FEMA and NIBS, Washington DC, 2003.
[41]HAZUS. Multi-hazard Loss Estimation Methodology, Flood Model, HAZUS MH-MR4, Technical Manual[Z]. FEMA and NIBS, Washington DC,2003.
[42]HAZUS. Multi-hazard Loss Estimation Methodology, Hurricane Model, HAZUS MH-MR4, Technical Manual[Z].FEMA and NIBS, Washington DC,2003.
[43]Wilhelm, C. Quantitative risk analysis for evaluation of avalanche protection projects[C]∥Hestness E ed. Proceeding of 25 Years of Snow Avalanche Research at
NGI. Oslo: NGI Publications 203,1998: 288-293.
[44]Keiler M. Development of the damage potential resulting from the avalanche risk in the period 1950-2000, case study, Galtür[J]. Natural Hazards and Earth System Sciences, 2004, 4:249-256.
[45]Bertrand D, Naaim M, Brun M. Physical vulnerability of reinforced concrete buildings impacted by snow avalanches[J]. Natural Hazards and Earth System Sciences, 2010,(10): 1 531-1 545.
[46]He Siming, Li Xinpo,Wu Yong. Research on yield property of soil under rock-fall impact[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(A01): 2 972-2 977.[何思明,李新坡,吴永.滚石冲击荷载作用下土体屈服特性研究[J].岩石力学与工程学报,2008,27(A01): 2 972-2 977.]
[47]He Siming. Calculation of compact pressure of rock-fall on shield structures[J]. Engineering Mechanics, 2010, 27(9): 175-180.[何思明.滚石对防护结构的冲击压力计算[J].工程力学, 2010, 27(9): 175-180.]
[48]Mavrouli O, Corominas J. Vulnerability of simple reinforced concrete buildings in front of the rockfall impact[J].Landslides,2010,7(2):169-180.
[49]Mavrouli O, Corominas J. Rockfall vulnerability assessment for reinforced concrete buildings[J].Natural Hazards and Earth System Sciences, 2010, 10: 2 055-2 066.
[50]Glatron S, Beck E. Evaluation of socio-spatial vulnerability of city dwellers and analysis of risk perception: Industrial and seismic risks in Mulhouse[J]. Natural Hazards and Earth System Sciences, 2008, 8(5): 1 029-1 040.
[51]Glade T, Crozier M. The nature of landslide hazard impact[M]∥Glade T, Anderson M, Crozier M, eds. Landslide Hazard and risk. Wiley, Chichester, 2005:43-74.
[52]Papathoma-Kohle M, Neuhauser B, Ratzinger K, et al. Elements at risk as a framework for assessing the vulnerability of communities to landslides[J]. Natural Hazards and Earth System Sciences, 2007,(7): 765-779.
[53]Zhou Yao, Wang Jing’ai. A review on development of vulnerability curve of natural disaster[J]. Advances in Earth Science, 2012,27(4): 435-442.[周瑶,王静爱.自然灾害脆弱性曲线研究进展[J].地球科学进展,2012,27(4): 435-442.]
|