Citation: | Chen Kun Yu Yanxiang Gao Mengtan Feng Jingcom sh a. 2012: Study on bias correction of ShakeMaps based on limited acceleration records. Acta Seismologica Sinica, 34(5): 633-645. |
陈鲲, 俞言祥, 高孟潭. 2010. 考虑场地效应的ShakeMap系统研究[J]. 中国地震, 26(1): 92——102. 陈鲲, 俞言祥, 高孟潭, 吕红山. 2011. 基于震源破裂过程的青海玉树地震震动图研究[J]. 中国地震, 27(1): 56——64. 国家强震动台网中心. 2011a. 四川省数字强震动台网获取炉霍县M5.3地震记录[DB/OL]. [2011——04——30]. http:∥www.csmnc.net/selnewxjx1.asp?id=768. 国家强震动台网中心. 2011b. 新疆数字强震动台网获取克孜勒尔自治州阿图什市、伽师县交界M5.8级地震记录[DB/OL]. [2011——08——25]. http:∥www.csmnc.net/selnewxjx1.asp?id=770. 汪素云, 俞言祥, 高阿甲, 阎秀杰. 2000. 中国分区地震动衰减关系的确定[J]. 中国地震, 16(2): 99——106. 王玉石, 周正华, 兰日清. 2010. 利用修正谱烈度确定我国西部地区仪器烈度的建议方法[J]. 应用基础与工程科学学报, 18: 119——129. Abrahamson N A, Youngs R R. 1992. A stable algorithm for regression analysis using the random effects model[J]. Bull Seism Soc Amer, 82(1): 505——510. Allen T I, Wald D J. 2006. Topographic Slope as a Proxy for Seismic Site——Conditions (VS30) and Amplification Around the Globe[R]. U S Geological Survey Open——File Report 2007——1357: 1——69. Allen T I, Wald D J. 2009. On the use of high——resolution topographic data as a proxy for seismic site conditions (VS30)[J]. Bull Seism Soc Amer, 99(2A): 935——943. Anderson J G, Brune J N. 1999. Probabilistic seismic hazard analysis without the ergodic assumption[J]. Seismol Res Lett, 70(1): 19——28. Atkinson G M, Kaka S I. 2007. Relationships between felt intensity and instrumental ground motion in the central United States and California[J]. Bull Seism Soc Amer, 97(2): 497——510. Boore D M. 2001. Effect of baseline corrections on displacements and response spectra for several recordings of the 1999 Chi——Chi, Taiwan, earthquake[J]. Bull Seism Soc Amer, 91(5): 1199——1211. Borcherdt R D.1994. Estimates of site——dependent response spectra for design (methodology and justification)[J]. Earthquake Spectra, 10(4): 617——654. Brillinger D R, Preisler H K. 1985. Further analysis of the Joyner——Boore attenuation data[J]. Bull Seism Soc Amer, 75(2): 611——614. Ebel J, Wald D J. 2003. Bayesian estimations of peak ground acceleration and 5% damped spectral acceleration from Modified Mercalli Intensity data[J]. Earthquake Spectra, 19(3): 511——529. Joyner W B, Boore D M. 1981. Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California earthquake[J]. Bull Seism Soc Amer, 71(6): 2011——2038. Moratto L, Costa G, Suhadolc P. 2009. Real——time generation of ShakeMaps in the southeastern Alps[J]. Bull Seism Soc Amer, 99(4): 2489——2501. Rhoades D A, McVerry G H. 2001. Joint hazard of earthquake shaking at two or more locations[J]. Earthquake Spectra, 17(4): 697——710. Teng T L, Wu L D, Shin T C, Tsai Y B, Lee W H K. 1997.One minute after: Strongmotion map, effective epicenter, and effective magnitude[J]. Bull Seism Soc Amer, 87(5): 1209——1219. Toro G W, Abrahamson N A, Schneider J F.1997. Model of strong ground motions from earthquakes in central and eastern North America: Best estimates and uncertainties[J]. Seism Res Lett, 68(1): 41——57. Wald D J, Worden B C, Quitoriano V, Pankow K L. 2006. ShakeMap Manual: Technical Manual, User’s Guide, and Software Guide[M/OL]. U S Geological Survey. 1——156[2012——02——04]. http:∥pubs.usgs.gov/tm/2005/12A01/. Wessel P, Smith W H. 1999. The Generic Mapping Tools Technical Reference and Cookbook[M/OL]. Version 3.3.1, 1——132[2012——01——08]. http:∥gmt.soest.hawaii.edu/gmt/html/. Worden C B, Wald D J, Allen T I, Lin K, Garcia D, Cua G. 2010. A revised ground——motion and intensity interpolation scheme for ShakeMap[J]. Bull Seism Soc Amer, 100(6): 3083——3096. Wu Y M, Shin T C, Chang C H. 2001. Near real——time mapping of peak ground acceleration and peak velocity following a strong earthquake[J]. Bull Seism Soc Amer, 91(5): 1218——1228. Wu Y M, Teng T L, Shin T C, Hsiao N C. 2003. Relationship between peak ground acceleration, peak ground velocity, and intensity in Taiwan[J]. Bull Seism Soc Amer, 93(1): 386——396. 陈鲲, 俞言祥, 高孟潭. 2010. 考虑场地效应的ShakeMap系统研究[J]. 中国地震, 26(1): 92——102. 陈鲲, 俞言祥, 高孟潭, 吕红山. 2011. 基于震源破裂过程的青海玉树地震震动图研究[J]. 中国地震, 27(1): 56——64. 国家强震动台网中心. 2011a. 四川省数字强震动台网获取炉霍县M5.3地震记录[DB/OL]. [2011——04——30]. http:∥www.csmnc.net/selnewxjx1.asp?id=768. 国家强震动台网中心. 2011b. 新疆数字强震动台网获取克孜勒尔自治州阿图什市、伽师县交界M5.8级地震记录[DB/OL]. [2011——08——25]. http:∥www.csmnc.net/selnewxjx1.asp?id=770. 汪素云, 俞言祥, 高阿甲, 阎秀杰. 2000. 中国分区地震动衰减关系的确定[J]. 中国地震, 16(2): 99——106. 王玉石, 周正华, 兰日清. 2010. 利用修正谱烈度确定我国西部地区仪器烈度的建议方法[J]. 应用基础与工程科学学报, 18: 119——129. Abrahamson N A, Youngs R R. 1992. A stable algorithm for regression analysis using the random effects model[J]. Bull Seism Soc Amer, 82(1): 505——510. Allen T I, Wald D J. 2006. Topographic Slope as a Proxy for Seismic Site——Conditions (VS30) and Amplification Around the Globe[R]. U S Geological Survey Open——File Report 2007——1357: 1——69. Allen T I, Wald D J. 2009. On the use of high——resolution topographic data as a proxy for seismic site conditions (VS30)[J]. Bull Seism Soc Amer, 99(2A): 935——943. Anderson J G, Brune J N. 1999. Probabilistic seismic hazard analysis without the ergodic assumption[J]. Seismol Res Lett, 70(1): 19——28. Atkinson G M, Kaka S I. 2007. Relationships between felt intensity and instrumental ground motion in the central United States and California[J]. Bull Seism Soc Amer, 97(2): 497——510. Boore D M. 2001. Effect of baseline corrections on displacements and response spectra for several recordings of the 1999 Chi——Chi, Taiwan, earthquake[J]. Bull Seism Soc Amer, 91(5): 1199——1211. Borcherdt R D.1994. Estimates of site——dependent response spectra for design (methodology and justification)[J]. Earthquake Spectra, 10(4): 617——654. Brillinger D R, Preisler H K. 1985. Further analysis of the Joyner——Boore attenuation data[J]. Bull Seism Soc Amer, 75(2): 611——614. Ebel J, Wald D J. 2003. Bayesian estimations of peak ground acceleration and 5% damped spectral acceleration from Modified Mercalli Intensity data[J]. Earthquake Spectra, 19(3): 511——529. Joyner W B, Boore D M. 1981. Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California earthquake[J]. Bull Seism Soc Amer, 71(6): 2011——2038. Moratto L, Costa G, Suhadolc P. 2009. Real——time generation of ShakeMaps in the southeastern Alps[J]. Bull Seism Soc Amer, 99(4): 2489——2501. Rhoades D A, McVerry G H. 2001. Joint hazard of earthquake shaking at two or more locations[J]. Earthquake Spectra, 17(4): 697——710. Teng T L, Wu L D, Shin T C, Tsai Y B, Lee W H K. 1997.One minute after: Strongmotion map, effective epicenter, and effective magnitude[J]. Bull Seism Soc Amer, 87(5): 1209——1219. Toro G W, Abrahamson N A, Schneider J F.1997. Model of strong ground motions from earthquakes in central and eastern North America: Best estimates and uncertainties[J]. Seism Res Lett, 68(1): 41——57. Wald D J, Worden B C, Quitoriano V, Pankow K L. 2006. ShakeMap Manual: Technical Manual, User’s Guide, and Software Guide[M/OL]. U S Geological Survey. 1——156[2012——02——04]. http:∥pubs.usgs.gov/tm/2005/12A01/. Wessel P, Smith W H. 1999. The Generic Mapping Tools Technical Reference and Cookbook[M/OL]. Version 3.3.1, 1——132[2012——01——08]. http:∥gmt.soest.hawaii.edu/gmt/html/. Worden C B, Wald D J, Allen T I, Lin K, Garcia D, Cua G. 2010. A revised ground——motion and intensity interpolation scheme for ShakeMap[J]. Bull Seism Soc Amer, 100(6): 3083——3096. Wu Y M, Shin T C, Chang C H. 2001. Near real——time mapping of peak ground acceleration and peak velocity following a strong earthquake[J]. Bull Seism Soc Amer, 91(5): 1218——1228. Wu Y M, Teng T L, Shin T C, Hsiao N C. 2003. Relationship between peak ground acceleration, peak ground velocity, and intensity in Taiwan[J]. Bull Seism Soc Amer, 93(1): 386——396. |