用户名: 密码: 验证码:
Seismic hazard mapping and mitigation policy development in the central USA and western China
详细信息    查看全文
  • 作者:Zhenming Wang ; Alice M. Orton ; Lanmin Wang ; Edward W. Woolery
  • 关键词:Earthquake ; Seismic hazard assessment ; Seismic hazard mitigation ; Public policy
  • 刊名:Natural Hazards
  • 出版年:2016
  • 出版时间:March 2016
  • 年:2016
  • 卷:81
  • 期:1
  • 页码:387-404
  • 全文大小:6,576 KB
  • 参考文献:Algermissen ST, Perkins DM (1976) A probabilistic estimate of the maximum acceleration in rock in the contiguous United States. In: U.S. Geological Survey Open-File Report 76-416
    American Society of Civil Engineers (ASCE) (2010) Minimum design loads for buildings and other structures. In: ASCE/SEI 7-10
    Anderson GA, Brune JN (1999) Probabilistic seismic hazard analysis without the ergodic assumption. Seismol Res Lett 70:19–28CrossRef
    Atkinson GM, Boore DM (2006) Earthquake ground-motion prediction equations for eastern North America. Bull Seismol Soc Am 96:2181–2205. doi:10.​1785/​0120050245 CrossRef
    Beavers JE (2010) Seismic hazard reevaluation for the C-746-U contained landfill: a deterministic approach: James E. Beavers Consultants, November 1, 2010
    Beavers J, Uddin N (eds) (2014) Seismic hazard design issues in the central United States. In: ASCE Council on Disaster Risk Management Monograph 7, chapter 9
    Budnitz RJ, Cornell CA, Morris PA (2005) Comment on J.U. Klugel’s “Problems in the application of the SSHAC probability method for assessing earthquake hazards at Swiss nuclear power plants”. Eng Geol 82:76–78CrossRef
    Building Seismic Safety Council (BSSC) (1998) NEHRP recommended provisions for seismic regulations for new buildings [1997 ed.]. In: Federal Emergency Management Agency, FEMA 302
    Building Seismic Safety Council (BSSC) (2009) NEHRP recommended provisions for seismic regulations for new buildings [2009 ed.]. In: Federal Emergency Management Agency, FEMA P-750
    Butler DT III (2011) Scenario hazard assessment of Tianshui’s urban area, Gansu Province, People’s Republic of China. In: Master thesis, University of Kentucky, Lexington
    Calais E, Freed AM, Van Arsdale R, Stein S (2010) Triggering of New Madrid seismicity by late-Pleistocene erosion. Nature 466:608–612. doi:10.​1038/​nature09258 CrossRef
    Campbell KW (2003) Prediction of strong ground motion using the hybrid empirical method and its use in the development of ground-motion (attenuation) relations in eastern North America. Bull Seismol Soc Am 93:1012–1033CrossRef
    Cornell CA (1968) Engineering seismic risk analysis. Bull Seismol Soc Am 58:1583–1606
    Frankel A (2003) Comments on an article, “Should Memphis build for California's earthquakes?". EOS Trans 84:271–273CrossRef
    Frankel A (2004) How can seismic hazard around the New Madrid Seismic Zone be similar to that in California? Seismol Res Lett 75:575–586CrossRef
    Frankel A, Mueller C, Barnhard T, Perkins D, Leyendecker EV, Dickman N, Hanson S, Hopper M (1996) National seismic hazard maps: documentation. U.S. Geological Survey Open-File Report, Reston, pp 96–532
    Free M, Rossetto T, Peiris N, Taucer F, Zhao B, Koo R, Wang J, Ma X, Verrucci E (2008) The Wenchuan, China earthquake of 12 May 2008: a preliminary field report by EEFIT. In: Earthquake Engineering Field Investigation Team (EEFIT), Institution of Structural Engineers, United Kingdom
    Gulkan P (2013) A dispassionate view of seismic-hazard assessment. Seismol Res Lett 84:413–416CrossRef
    Haase JS, Nowack RL (2011) Earthquake scenario ground motions for the urban area of Evansville, Indiana. Seismol Res Lett 82:177–187CrossRef
    Hanks TC (2011) Extreme ground motions: Seismological Society of America annual meeting. In: Joyner Lecture, Memphis, Tenn., April 13–15, 2011
    Independent Expert Panel on New Madrid Seismic Zone Earthquake Hazards (IEPNMSZEH) (2011) Report: National Earthquake Prediction Evaluation Council (NEPEC)
    Instituto Nacional de Normalización (INN) (1996) Earthquake resistant design of buildings. In: Official Chilean Code NCh433.Of96
    International Code Council (ICC) (2011) 2012 International building code. International Code Council, Inc., Country Club Hills, Illinois
    Jones LM (2015) Resilience by design: bringing science to policy makers. Seismol Res Lett 86:294–301CrossRef
    Jordan T (2013) Lessons of L’Aquila for operational earthquake forecasting. Seismol Res Lett 84:4–7CrossRef
    Jordan T, Chen Y, Gasparini P, Madariaga R, Main I, Marzocchi W, Papadopoulos G, Sobolev G, Yamaoka K, Zschau J (2011) Operational earthquake forecasting: state of knowledge and guidelines for utilization. Ann Geophys 54(4):316–391. doi:10.​4401/​ag-5350
    Jordan T, Marzocchi W, Michael AJ, Gerstenberger MC (2014) Operational earthquake forecasting can enhance earthquake preparedness. Seismol Res Lett 85:955–959CrossRef
    Klugel J-U (2005) Problems in the application of the SSHAC probability method for assessing earthquake hazards at Swiss nuclear power plants. Eng Geol 78:285–307CrossRef
    Krinitzsky EL (1995) Deterministic versus probabilistic seismic hazard analysis for critical structures. Eng Geol 40:1–7CrossRef
    Krinitzsky EL (2002) How to obtain earthquake ground motions for engineering design. Eng Geol 65:1–16CrossRef
    Krinitzsky EL (2005) Comment on J.U. Klugel’s “Problems in the application of the SSHAC probability method for assessing earthquake hazards at Swiss nuclear power plants”. Eng Geol 82:66–68CrossRef
    Kuramoto H (2006) Seismic design codes for buildings in Japan. J Disaster Res 1:341–356
    Lei Z, Yuan D, Ge W, He W, Liu X (2007) Textural research on the Tianshui M 7 earthquake in 734 AD and analysis of its causative structure. Seismol Geol 29:51–62 (in Chinese)
    Li X, Zhou Z, Huang M, Wen R, Yu H, Lu D, Zhou Y, Cui J (2008) Preliminary analysis of strong-motion recordings from the magnitude 8.0 Wenchuan, China, earthquake of 12 May 2008. Seismol Res Lett 79:844–854. doi:10.​1785/​gssrl.​79.​6.​844 CrossRef
    Liu J, Wang Z, Xie F (2013) Seismic hazard assessment for the greater North China from historical intensity observations. Eng Geol 164:117–130CrossRef
    Macpherson KA, Woolery EW, Wang Z, Liu P (2010) Three-dimensional long period ground motion simulations in the Upper Mississippi Embayment. Seismol Res Lett 81:391–405CrossRef
    McGuire RK (1976) FORTRAN computer program for seismic risk analysis. In: U.S. Geological Survey Open-File Report 76-67
    McGuire RK (2004) Seismic hazard and risk analysis. In: Earthquake Engineering Research Institute, MNO-10
    Miyamoto HK, Gilani ASJ, Chan T (2009) The 2008 Sichuan earthquake: assessment of damage and lessons learned. Struct Mag 17–19. http://​www.​structuremeg.​org/​?​p=​5272
    Newman A, Stein S, Weber J, Engeln J, Mao A, Dixon T (1999) Slow deformation and lower seismic hazard at the New Madrid Seismic Zone. Science 284:619–621CrossRef
    Nuttli OW (1973) The Mississippi Valley earthquakes of 1811 and 1812: intensities, ground motion and magnitudes. Bull Seismol Soc Am 63:227–248
    Orton AM (2014) Science and public policy of earthquake hazard mitigation in the New Madrid Seismic Zone. In: Master’s thesis, University of Kentucky, Lexington. http://​uknowledge.​uky.​edu/​ees_​etds/​19
    Panza GF, Romanelli F, Vaccari F (2001) Seismic wave propagation in laterally heterogeneous anelastic media: theory and applications to seismic zonation. Ann Geophys 43:1–95
    Panza GF, Kossobovok GV, Peresan A, Nekrasova A (2014) Why are the standard probabilistic methods of estimating seismic hazard and risks too often wrong. Earthq Hazard Risk Disasters. doi:10.​1016/​B978-0-12-394848-9.​00012-2
    People’s Republic of China National Standard (PRCNS) (2001) Seismic ground motion parameter zonation map of China. GB 18306-2001
    Peresan A, Panza GF (2012) Improving earthquake hazard assessments in Italy: an alternative to “Texas Sharpshooting”. Eos 93:538CrossRef
    Perry S, Petersen M (2014) Applying social and behavioral science to broaden the use of the USGS national seismic hazard maps: 2014 Southern California Earthquake Center annual meeting, Palm Springs, Calif., 09/08/14, poster presentation
    Petersen MD, Frankel AD, Harmsen SC, Mueller CS, Haller KM, Wheeler RL, Wesson RL, Zeng Y, Boyd OS, Perkins DM, Luco N, Field EH, Wills CJ, Rukstales KS (2008) Documentation for the 2008 update of the United States national seismic hazard maps. In: U.S. Geological Survey Open-File Report 2008-1128
    Petersen MD, Moschetti MP, Powers PM, Mueller CS, Haller KM, Frankel AD, Zeng Y, Rezaeian S, Harmsen SC, Boyd OS, Field N, Chen R, Rukstales KS, Luco N, Wheeler RL, Williams RB, Olsen AH (2014) Documentation for the 2014 update of the United States national seismic hazard maps: U.S. Geological Survey Open-File Report 2014-1091
    Reiter L (1990) Earthquake hazard analysis. Columbia University Press, New York
    Somerville P, Collins N, Abrahamson N, Graves R, Saikia C (2001) Ground motion attenuation relations for the central and eastern United States. In: Final report to the U.S. Geological Survey: URS Group, Inc., Pasadena, Calif., Award No. 99HQGR0098
    Stein S (2010) Disaster deferred: a new view of earthquake hazards in the New Madrid Seismic Zone. Columbia University Press, New York
    Stein S, Tomasello J, Newman A (2003) Should Memphis build for California’s earthquakes? Eos 84:177–185CrossRef
    Stein S, Geller R, Liu M (2011) Bad assumptions or bad luck: why earthquake hazard maps need objective testing. Seismol Res Lett 82:623–626CrossRef
    Stirling M, McVerry G, Gerstenberger M, Litchfield N, VanDissen R, Berryman K, Barnes P, Wallace L, Villamor P, Langridge R, Lamarche G, Nodder S, Reyners M, Bradley B, Rhoades D, Smith W, Nicol A, Pettinga J, Clark K, Jacobs K (2012) National seismic hazard model for New Zealand: 2010 update. Bull Seismol Soc Am 102:1514–1542CrossRef
    Stucchi M, Meletti C, Montaldo V, Crowley H, Calvi GM, Boschi E (2011) Seismic hazard assessment (2003–2009) for the Italian building code. Bull Seismol Soc Am 101:1885–1911CrossRef
    Wang Z (2005) Comment on J.U. Klugel’s “Problems in the application of the SSHAC probability method for assessing earthquake hazards at Swiss nuclear power plants”. Eng Geol 82:86–88CrossRef
    Wang Z (2010) Ground motion for the maximum credible earthquake in Kentucky. In: Kentucky Geological Survey, ser. 12, Report of Investigations 22
    Wang Z (2011) Seismic hazard assessment: issues and alternatives. Pure Appl Geophys 168:11–25. doi:10.​1007/​s00024-010-0148-3 CrossRef
    Wang Z (2012) Comment on “PSHA validated by quasi observational means” by R.M.W. Musson. Seismol Res Lett 83:714–716CrossRef
    Wang Z (2014) Seismic design in western Kentucky: issues and alternatives. In: Beavers J, Uddin N (eds) Seismic hazard design issues in the central United States. In: ASCE Council on Disaster Risk Management Monograph 7, Chapter 9, pp 111–141
    Wang Z (2015) Predicting or forecasting of earthquake and the resulting ground motion hazards: a dilemma for earth scientists. Seismol Res Lett 86:1–5CrossRef
    Wang Z, Cobb JC (2012) A critique of probabilistic versus deterministic seismic hazard analysis with special reference to the New Madrid Seismic Zone. Geol Soc Am Spec Pap 493:259–275. doi:10.​1130/​2012.​2493(13)
    Wang Z, Lu M (2011) A short note on ground-motion recordings from the M7.9 Wenchuan, China, earthquake and ground-motion prediction equations in the central and eastern United States. Seismol Res Lett 82:731–733CrossRef
    Wang Z, Woolery EW, Shi B, Kiefer JD (2004) Reply to comment on “Communicating with uncertainty: a critical issue with probabilistic seismic hazard analysis” by C.H. Cramer. Eos 85:283–286CrossRef
    Wang L, Tao Y, Yuan Y (2005) Summary of the seismic safe rural houses project. Northwest Seismol J 27:305–311 (in Chinese)
    Wang Z, Woolery EW, Shi B, Harik IE (2007) Seismic hazard maps and time histories from earthquakes affecting Kentucky. In: University of Kentucky, Kentucky Transportation Center, Research Report KTC-07-06/SPR246-02-6F
    Wang Z, Butler D, Woolery EW, Wang L (2012) Seismic hazard assessment for the Tianshui urban area, Gansu Province, China. Int J Geoph. doi:10.​1155/​2012/​461863
    Xie F, Wang Z, Du Y, Zhang X (2009) Preliminary observations of the faulting and damage pattern of M8.0 Wenchuan, China, earthquake. Prof Geol 46:3–6
    Zeng Y, Anderson JG (1995) A method for direct computation of the differential seismogram with respect to the velocity change in a layered elastic solid. Bull Seismol Soc Am 85:300–307
    Zoback MD, Hamilton RM, Crone AJ, Russ DP, McKeown FA, Brockman SR (1980) Recurrent intraplate tectonism in the New Madrid Seismic zone. Science 209:971–976CrossRef
    Zuccolo E, Vaccari A, Peresan A, Panza GF (2011) Neo-determinstic and probabilistic seismic hazard assessments: a comparison over the Italian territory. Pure Appl Geophys 168:69–84CrossRef
  • 作者单位:Zhenming Wang (1)
    Alice M. Orton (2)
    Lanmin Wang (3)
    Edward W. Woolery (2)

    1. Kentucky Geological Survey, University of Kentucky, 228 Mining and Mineral Resources Building, Lexington, KY, 40506-0107, USA
    2. Department of Earth and Environmental Sciences, University of Kentucky, 101 Slone Building, Lexington, KY, 40506-0053, USA
    3. Lanzhou Institute of Seismology, China Earthquake Administration, 450 Donggangxilu Ave., Lanzhou, 730000, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Hydrogeology
    Geophysics and Geodesy
    Geotechnical Engineering
    Civil Engineering
    Environmental Management
  • 出版者:Springer Netherlands
  • ISSN:1573-0840
文摘
Communities need sound seismic hazard maps for formulating policies such as engineering design for buildings and other structures to reduce potential earthquake losses. However, developing scientifically sound seismic hazard maps is challenging because there are large inherent uncertainties and many unknowns (or even sheer ignorance). It is critical for any seismic hazard mapping that these uncertainties be quantified and communicated clearly to engineers, policy makers, and the public. Although probabilistic seismic hazard analysis (PSHA) has been the most widely used method for seismic hazard mapping, the hazard maps produced from PSHA are artifacts and difficult, even impossible, to understand because PSHA is a pure computer model without a sound earth science (physics) basis and its mathematics is simply wrong. The use of PSHA hazard maps has led to overly stringent engineering design and mitigation policies in the central USA, and unsafe engineering design and other mitigation policies in western China. On the other hand, the hazard maps derived from deterministic seismic hazard analysis (DSHA) or Neo-DSHA have a clear physical and statistical meaning and are easy to understand. Deterministic (or scenario) hazard maps have been proven to be effective. Thus, deterministic hazard maps are more appropriate for engineering design and other mitigation policy considerations in the central USA and western China, as well as other areas in the world.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700