刘恢先.《中国地震烈度表(1980)》说明书[C]// 刘恢先地震工程学论文选集, 地震出版社:国家地震局工程力学研究所编, 1994 LIU Huixian. TheChinese seismic intensity scale (1980)[C]// Liu Huixian Earthquake Engineering Selected Papers, Earthquake Press: Institute of Engineering Mechanics, CEA, 1994. (in Chinese)
[2]
Davison C. On Scales of seismic intensity and on the construction and use of isoseismal lines[J]. BSSA, 1921, 11(2):95-129.
[3]
Omori (大森房吉) F. Seismic experiments on the fracturing and overturning of columns[J]. Publ. Earthq. Invest. Comm., 1900, (4):69-141.
[4]
Mercalli G. Intensity scales[J]. Bollettino della Societ Sismologica Italiana, 1902, (8):184-191.
[5]
Cancani A. Sur l’emploi d’une double echelle sismique des intensitès, empirique et absolue[J]. Gerlands Beitr Geophys, 1904,(2):281-283.
[6]
Sieberg A. Uber die makroseismische bestimmung der erdbebenstrke[J]. Gerlands Beitrage Geophysik, 1912,(11): 227-239.
[7]
Sieberg A. Geologische, physikalische und ange-wandte erdbebenkunde[R]. G. Fischer, Jena, 1923
[8]
Wood H O, Neumann F. Modified mercalli intensity scale of 1931[J]. BSSA, 1931, (21):277-283.
[9]
Westergaard H M. Measuring earthquake intensity in pounds per square foot[R]. Eng. News Rec, 1934.
[10]
Gutenberg B, and Richter C F. Earthquake magnitude, intensity, energy, and acceleration[J]. BSSA, 1942, 32(3): 163-191.
[11]
Neumann F. Earthquake intensity and related ground motion[R]. University of Washington Press, Seattle, WA, pp. 77, 1954.
[12]
Herschberger J. A comparison of earthquake accelerations with intensity rating[J]. BSSA. 1956, 46(4): 317-320.
[13]
Gutenberg B, Richter C F. Earthquake magnitude, intensity, energy, and acceleration[J].BSSA, 1956, 46(2):105-146.
[14]
Richter C F. Elementary Seismology[M], W. H. Freeman, San Francisco, CA. 1958.
[15]
Neumann F. A broad formula for estimating earthquake forces on oscillators[R]. PWCEE-II, 1960, 2:849-862.
[16]
Neumann F. Seismic forces on engineering structures[C], Proc. Of the ASCE, 1962, 88(ST2).
[17]
Newmark N, Rosenblueth E. Fundamentals of earthquake engineering[R]. Prentice-Hall, Upper Saddle River, New Jersey, 1971.
[18]
Trifunac M D, Brady A G. On the correlation of seismic intensity scales with the peaks of recorded strong ground motion[J]. BSSA, 1975:65, 139-162.
[19]
Murphy J R, O’Brien L J. The correlation of peak ground acceleration amplitude with seismic intensity and other physical parameters[J]. BSSA, 1977, 67, 877-915.
[20]
Wald DJ, Quitoriano V, Heaton TH et al. Relationships between peak ground acceleration, peak ground velocity and modified mercalli intensity in California[J]. Earthq Spectra, 1999b, 15(3):557-564.
[21]
Boatwright J, Thywissen K, Seekins L C. Correlation of ground motion and intensity for the 17 January 1994 Northridge, California, Earthquake[J]. BSSA, 2001, 91(4): 739-752.
[22]
Kaka SI, Atkinson GM. Relationships between instrumental ground-motion parameters and modified Mercalli intensity in Eastern North America[J]. BSSA, 2004, 94(5):1728-1736.
[23]
Atkinson GM, Kaka SI. Relationships between felt intensity and instrumental ground motion in the Central United States and California[J].BSSA, 2007,97(2):497-510.
[24]
Dangkua D T, Cramer C H. Felt intensity versus instrumental ground motion: A difference between California and Eastern North America?[J].BSSA, 2011, 101(4): 1847-1858.
[25]
Worden C B, Gerstenberger M C, Rhoades DA et al. Probabilistic relationships between ground-motion parameters and modified Mercalli intensity in California[J]. BSSA, 2012, 102(1):204-221.
[26]
Alvarez A D, Jorge E. Hurtado, Daniel Alveiro Bedoya-Ruíz. Prediction of modified Mercalli intensity from PGA, PGV, moment magnitude, and epicentral distance using several nonlinear statistical algorithms[J]. J Seismol. 2012, 16(3):489-511.
[27]
谢毓寿.新的中国地震烈度表[J].地球物理学报, 1957,6(01):35-48. XIE Yushou. The new Chinese seismic intensity scale[J]. Chinese Journal of Geophysics, 1957, 6(01):35-48. (in Chinese)
工程力学研究所. 地震区建筑设计规范(草案)说明书,1964. Institute of Engineering Mechanics. Earthquake zone architectural design specification (draft) specification, 1964.(in Chinese)
[30]
刘恢先. 地震烈度工程标准研究提纲[C]// 刘恢先地震工程学论文选集, 地震出版社:国家地震局工程力学研究所编, 1994:59-80. LIU Huixian. The seismic intensity engineering standards outline[C]// Liu Huixian Earthquake Engineering Selected Papers, Earthquake Press: Institute of Engineering Mechanics, CEA, 1994:59-80.(in Chinese)
[31]
Karim K R, Yamazaki R. Correlation of JMA instrumental seismic intensity with strong ground motion parameters[J]. Earthquake Engineering and Structural Dynamics, 2002, 31(5), 1191-1212.
[32]
Medvedev S V. A new seismic scale, Tr. Geofiz. Inst., Akad. Nauk SSR, 1953,21(148).
[33]
Medvedev S V, Sponheuer W, Karnik V. Seismiche Skala, Inst fiir Bodendynamik und Erdbebenforshung, Jena, pp 6,1963.
[34]
Medvedev S V. Seismic Intensity Scale MSK-76[J]. Publ. Inst. Geophys. Pol. Acad. Sc., 1977,117, 95-102.
[35]
Grünthal G (ed). Thoughts and proposals for the updating of the MSK intensity scale[R]. Central Institute for the Physics of the Earth, Potsdam, 1989.
[36]
Grünthal G (ed). European Macroseismic Scale1992 (up-dated MSK-scale)[R]. Cahiers du CentreEuropèen de Gèodynamique et de Seismologie. Conseil de l’Europe, Conseil de l’Europe, 1993.
[37]
Grünthal G (ed). European Macroseismic Scale1998[R]. Cahiers du Centre Europèen de Gèodynamiqueet de Seismologie. Conseil de l’Europe, Conseil del’Europe, 1998.
[38]
刘恢先. 烈度标准与烈度革命[C]//刘恢先地震工程学论文选集, 地震出版社:国家地震局工程力学研究所编, 1994:81-86. LIU Huixian. Intensity standards and intensity revolution[C]// Liu Huixian Earthquake Engineering Selected Papers, Earthquake Press: Institute of Engineering Mechanics, CEA, 1994: 81-86.(in Chinese)
[39]
王虎栓.论地震烈度的定量尺度[D].哈尔滨:中国地震局工程力学研究所,1991. WANG Hushuan. On seismic intensity and its physical measures[D]. Harbin: Institute of Engineering Mechanics of China Earthquake Administration, 1991. (in Chinese)
[40]
袁一凡. 由地震动三要素确定地震动强度(烈度)的研究[R].中国地震局工程力学研究所,1998. YUAN Yifan.Study on three elements of ground-motion parameters to determine the seismic intensity (intensity)[R]. Institute of Engineering Mechanics of China Earthquake Administration, 1998.(in Chinese)
[41]
林 淋,孙景江,廖 洁,等. 地震动参数与地震烈度的多元回归研究[J].地震工程与工程振动,2011,31(3):33-38. LIN Lin, SUN Jingjiang, LIAO Jie, et al. Study on model of multiple regression between strong ground motion parameters and seismic intensity[J]. Earthquake Engineering and Engineering Dynamics, 2011, 31(3):33-38.(in Chinese)
[42]
李 伟.地震烈度表宏观震害和地震动参数研究[D]. 哈尔滨:中国地震局工程力学研究所,2012. LI Wei.Research on macro seismic damages and ground motion parameters for seismic intensity scale[D]. Harbin: Institute of Engineering Mechanics of China Earthquake Administration, 2012. (in Chinese)
[43]
龙承厚,赖 敏,余 桦,等.地震有效峰值加速度与地震烈度相关性研究[J].四川地震,2011,(2):26-31. LONG Chenghou, LAI Mei, YU Hua, et al. Study on the correction between effective peak ground acceleration and seismic intensity[J].Earthquake Research in Sichuan,2011,(2):26-31.(in Chinese)
[44]
郝 敏,谢礼立.中国地震烈度表中物理标准取值研究与建议[J].哈尔滨工业大学学报,2006,38(7):1041-1044. HAO Min, XIE Lili. Research and suggestion of extent value of physical measure in seismic intensity scale of China[J].Journal of Harbin Institute of Technology, 2006,38(7): 1041-1044. (in Chinese)
[45]
李 敏.地震动加速度反应谱与地震烈度的关系研究[D]. 哈尔滨:中国地震局工程力学研究所,2010. LI Min. A Study onthe relationship between seismic intensity and spectral accelerations of strong motion[D]. Harbin: Institute of Engineering Mechanics of China Earthquake Administration, 2010.(in Chinese)
[46]
WuY M, Teng T L, Shin T C et al. Relationship between peak ground acceleration peak ground velocity, and intensity in Taiwan[J]. BSSA,2003, 93:386-396
[47]
Ishimoto M. Echelle d’ intensit6 sismique et acceleration maxima[J]. Bull. Earthquake Res. Inst., Tokyo Univ. 1932, 10, 614-626.
[48]
石本己四雄.地震动と其の加速度[J].土木工学,1932,1(2): 1-6.
[49]
河角广. 震度と震度阶[J].地震,1943, 15(8):187-193.
[50]
Kawasumi H. Measures of earthquake danger and expectancy of maximum intensity throughout Japan as inferred from the seismic activity in historical times[J]. J. Soc. Precis. Eng,1951, 29:469-482.
[51]
Kanai K. A Short Note on Seismic Intensity and Intensity Scale[J]. BERI, 1967, 445(2): 339-334.
[52]
Kanai K, Suzuki T. Expectancy of the Maximum Velocity Amplitude of Earthquake Motion at Bed Rock[J]. BERI, 1968, 46(3): 663-666.
[53]
Japan Meteorological Agency. Note on the JMA seismic intensity[R]. Gyosei, 1996 (in Japanese).
[54]
Ambraseys N. The correlation of intensity with ground motion[C]// in Proc. 14th Conf. Europ. Seism. Comm., Trieste, Bull. Europ. Comm. Earthq. Eng., 1974, 1:335-341.
[55]
Chiaruttini C, Siro L. The correlation of peak ground horizontal acceleration with magnitude, distance, and seismic intensity for Friuliand Ancona, Italy, and the Alpide belt[J]. BSSA., 1981,71(6), 1993-2009.
[56]
Margottini C, Molin D, Serva L. Intensity versus ground motion: a new approach using Italian data[J]. Engineering Geology, 1992, 33(1): 45-58.
[57]
Decanini L, Gavarini C, Mollaioli F. Proposta di definizionedelle relazioni tra intensit’a macrosismica e parametri del moto del suolo[C]// in Atti del 7 Convegno Nazionale Ingegneria sismica in Italia , 1995, 1:63-72.
[58]
Panza G F, Vaccari F, Cazzaro R. Correlation between macroseismic intensities and seismic ground motion parameters[J]. Ann. Geof., 1997, 15, 1371-1382.
[59]
Panza G F, Vaccari F, Cazzaro R. Deterministic seismic hazard assessment[M]. In: Vrancea earthquakes; Tectonics, Hazard and Risk Mitigation, Editors: Wenzel, F. et al., Kluwer, 1999, 269-286.
[60]
Michelini A, Faenza L, Lauciani V et al. ShakeMap implementation in Italy[J]. Seism. Res. Lett., 2008, 79(5), 689-698.
[61]
Faenza L, Michelini A. Regression analysis of MCS intensity and ground motion parameters in Italy and its application in ShakeMap[J]. Geophysical Journal International, 2010, 180(3):1138-1152.
[62]
Faenza L, Michelini A. Regression analysis of MCS intensity and ground motion spectral accelerations (SAs) in Italy[J]. Geophysical Journal International, 2011, 186(3):1415-1430.
[63]
Fuller W A. Measurement Error Models[M]. John Wiley & Sons, Inc., New York, NY, USA. 1986.
[64]
Boggs P T, Spiegelman C H, Donaldson J R et al. A computational examination of orthogonal distance regression[J]. J. Econometr., 1988, 38, 169-201.
[65]
Faccioli E, Cauzzi C. Macroseismic intensities for seismic scenarios, estimated from instrumentally based correlations[C]// Proc. of the First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, September3-8, Paper No. 569, 2006.
[66]
G’omez Capera A A, Albarello D, Gasperini P. Aggiornamento relazioni fra l’intensità macrosismica e PGA[R]. Tech. rep., Convenzione INGV-DPC 2004-2006, 2007.
[67]
Theodulidis N, Papazachos B. Dependence of strong ground motion on magnitude-distance, site geology and macroseismic intensity for shallow earthquakes in Greece. I: peak horizontal acceleration, velocity and displacement[J].Soil Dyn. Earthq. Eng., 1992, 11(7):387-402.
[68]
TselentisG A and Laurentiu D. Empirical relationships between Modified Mercalli Intensity and engineering ground-motion parameters in Greece[J]. BSSA, 2008, 98(4): 1863-1875.
[69]
Beauducel F, Sara B, Mendy B V et al. Empirical model for rapid macroseismic intensities prediction in Guadeloupe and Martinique[J]. Comptes Rendus Géoscience, 2011, 343:1-12.
[70]
Arioglu E, Arioglu B, Girgin C. Assessment of the Eastern Marmara earthquake in terms of acceleration values[J]. Beton Prefabrikasyon, 2001, 57-58, 5-15.(in Turkish).
[71]
Bilal M, Askan A. Relationships between felt intensity and recorded ground-motion parameters for Turkey[J]. BSSA, 2014, 104(1):484-496.
[72]
A. Gama-Garcia, A. Gómez-Bernal. Relationships between instrumental ground motion parameters, and modified mercalli intensity in guerrero, mexico[C]// The 14 World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China pp1-8, 2008.
[73]
Linkimer L. Relationship between peak ground acceleration and modified mercalli intensity in costa rica[J]. Rev Geol Am Cent,2008, 38:81-94
[74]
Saman Y S, Tsang H H, Nelson T K L. Conversion between Peak Ground Motion Parameters and Modified Mercalli Intensity Values[J]. Journal of Earthquake Engineering, 2011, 15:1138-1155.
[75]
Pailoplee S. Relationship between modified mercalli intensity and peak ground acceleration in myanmar[J]. Natural Science, Vol.4, Special Issue, 624-630, 2012. http://dx.doi.org/10.4236/ns.2012.428082
[76]
Eiby G A. The Assessment of Earthquake Felt Intensities[M]. PWCEE-Ⅲ,V.1, pp. 62-74, 1965.
[77]
Medvedev S V, Sponheuer W. Scale of seismic intensity[C]// Proc. World Conf. Earthquake Engr. A-2, 4th, Santiago, Chile, 143-153, 1969.
[78]
Sauter F, Shah HC. Estudio de seguro contra terremoto. -250 págs. Franz Sautery Asociados Ltda. San José[R]. Costa Rica, 1978.
[79]
Atkinson GM, Sonly E. Empirical Relationships between modified mercalli intensity and response spectra[J]. BSSA, 2000, 90:537-544.
[80]
Davenport P N. Instrumental measures of earthquake intensity in New Zealand[C]// in Proceedings of 2003 Pacific Conference on Earthquake Engineering, Christchurch, February, 2003.
[81]
Souriau A. Quantifying felt events: a joint analysis of intensities, accelerations and dominant frequencies[J]. J. Seismol., 2006, 10(1):23-38.
[82]
Savarensky Y F, Kirnos D P. Elements of Seismology and Seismometry[R]. Moscow, 1955.
[83]
Lliboutry L. Quantitative Geophysics and Geology[R]. Springer, London, 2000.
[84]
МеДведевСВ. Ускорения колебаний грунта пр сильных эемлетрясенях[J]. Вопросы инженерной,выпуск3,Труды нн-та физики Земли АН ССР, 1960,10(177):32-89.
[85]
МеДведев СВ. Инженернаясейсмологя, Госсрой-издат, Москва.Β.Α.Ηечаев:Сейсмическая шкала ускорений н свяанные с ней вопросы[C]// Proc. of the 3rd European Symposium Earthquake Engineering, Sofia, Sept.14-17, 1970.
[86]
Okamoto S. Introduction to Earthquake Engineering[R]. John Wiley, New York, 1973.
[87]
Espinosa A F. Particle-velocity attenuation relations: San Fernando earthquake of February 9, 1971[J]. BSSA, 1977, 67:1195-1214.