引文
陈棋福,刘澜波.王伟君,Rohrbach E.2009.利用地脉动探测北京城区的地震动场地响应[J].科学通报,53(18):2229-2235.Chen Q F,Liu L B,Wang W J,Rohrbach E.2009.Site effects on earthquake ground motion based on microtremor measurements for metropolitan Beijing[J].Chinese Science Bulletin*54(2):280-287.
窦立军,杨柏坡.2001.场地条件对传递函数的影响[J].建筑科学。17(3):40-46.Dou L J,Yang B P.2001.Influence of site conditions on transfer function[J].Building Science.17(3):40-46(in Chinese).
黄玉龙,郑斯华.刘杰,赵兴权,康英.2003.广东地区地震动衰减和场地响应的研究[J].地球物理学报,46(1):54-61.Huang Y L,Zheng S H,Liu J,Zhao X Q,Kang Y.2003.Attenuation of ground motion and site response in Guangdong region[J].Chinese Journal of Geophysics,46(1):54-61(in Chinese).
雷军,张志强,赵长海,张宇,马筱月.程乾,冯力理.2010.北京4号地铁线通车前后北京大学东门环境振动的比较研究[C]∥中国地球物理2010:中国地球物理学会第二十六届年会、中国地震学会第十三次学术大会论文集.北京:中国地球物理学会、中国地震学会:758.Lei J,Zhang Z Q,Zhao C H,Zhang Y,Ma X Y,Cheng Q.Feng L L.2010.The environmental vibration comparative study of the east gate of Peking University before and after Beijing metro line 4 open to traffic[C]//Chinese Geophysics 2010:Chinese Geophysical Society 26th Annual Conference,Seismological Society of China 13th Academic Conference Proceedings.Beijing:Chinese Geophysical Society,Seismological Society of China;758(in Chinese).
雷军,张志强,张献兵,王博,蒋生淼,张琼.2013.北京地区地铁振动衰减特征研究[c]∥中国地球物理2013:第二十四分会场论文集.北京:中国地球物理学会:117.Lei J,Zhang Z Q,Zhang X B,Wang B,Jiang S M,Zhang Q.2013.Subway vibration attenuation characteristic research of Beijing area[C]//Chinese Geophysics 2013:The 24th Session Proceedings.Beijing:Chinese Geophysical Society..117(in Chinese).李小军.1992.场地土层对地震地面运动影响的分析方法[J].世界地震工程,8(2):49-60.Li X J.1992.Analysis method for effects of soil layer on earthquake ground motion[J].World Earthquake Engineering,8(2):49-60(in Chinese).
廖振鹏.1989.地震小区划:理论与实践l-M].北京:地震出版社:141-153.Liao Z P.1989.Seismic Microzonation:Theory and Practice[M].Beijing:Seismological Press:141-153(in Chinese).
廖振鹏.2002.工程波动理论导引[M].第二版.北京:科学出版社:44-53.Liao Z P.2002.Introduction to Wave Motion Theories in Engineering[M].2nd ed.Beijing:Science Press:44-53(in Chinese).
刘杰,郑斯华,黄玉龙.2003.利用遗传算法反演非弹性衰减系数、震源参数和场地响应[J].地震学报,25(2):211-218.Liu J,Zheng S H,Huang Y L.2003.The inversion of non-elasticity coefficient,source parameters,site response using genetic algorithms[J].Acta Seismologica Sinica,25(2):211-218(in Chinese).
茅玉泉.1987.交通运输车辆引起的地面振动特性和衰减[J].建筑结构学报,8(1):66-77.Mao Y Q.1987.Characteristics and attenuation of ground vibration caused by traffic vehicle[J].Journal of Building Structures,8(1):67-77(in Chinese).
杨先键.2002.人为地面振动的传播与衰减[C]∥首届环境岩土工程学术交流会论文集.上海:同济大学出版社:35-41.Yang X J.2002.Man-made ground vibration propagation and attenuation[C]//Proceeding of the First Environmental Geotechnology Symposium.Shanghai:Tongji University Press;35—41(in Chinese).
章文波,谢礼立,郭明珠.2001.利用强震记录分析场地的地震反应[J].地震学报,23(6):604-614.Zhang W B,Xie L L,Guo M Z.2001.Estimation on site-amplification from different methods using strong motion data obtained in Tangshan,China[J].Acta Seismologica Sinica,23(6):604-614(in Chinese).
Abercrombie R E.1997.Near-surface attenuation and site effects from comparison of surface and deep borehole recordings[J].Bull Seismol Soc Am,87(3):731-744.
Atkinson G M,Mereu R F.1992.The shape of ground motion attenuation curves in southeastern Canada[J].Bull Seismol Soc Am,82(5):2014-2031.
Borcherdt R D.1970.Effects of local geology on ground motion near San Francisco Bay[J].Bull Seismol Soc Am,60(1):29-61.
Bornitz G.1931.Expansion of Heavy Drilling Producing Ground Motion in the Deep[M].Berlin:Springer:44(in Germany).
Brune J N.1970.Tectonic stress and the spectra of seismic shear waves from earthquakes[J].J Geophys Res,75(26):4997-5009.
Fujikake T.1986.A prediction method for the propagation of ground vibration from railway trains[J].J Sound Vib,111(2):357-360.
Hayakawa K,Sawatake M,Gotoh R,Matsui T.1992.Reduction effect of ballast mats and EPS blocks on ground vibration caused by trains and its evaluation[C]//INTER-NOISE and NOISE-CON Congress and Conference Proceedings.Washington:Institute of Noise Control Engineering,(2):593-596.
Kurzweil L G.1979.Ground-borne noise and vibration from underground rail systems[J].J Sound Vib,66(3):363-370.
Kurzweil L G,Ungar E E.1982.Prediction of noise and vibration in buildings near the New York City subway[C]//INTER-NOISE and NOISE-CON Congress and Conference Proceedings.Washington:Institute of Noise Control Engineering,(2):213—216.
Lermo J,Chavez-Garcia F J.1993.Site effect evaluation using spectral ratios with only one station[J].Bull Seismol Soc Am,83(5):1574-1594.
Martin P P,Seed H B.1978.MASH;A Computer Program for the Non-Linear Analysis of Vertically Propagating Shear Waves in Horizontally Layered Deposits[CP].Berkeley;Earthquake Engineering Research Center,University of California:93.
Moya A,Aguirre J,Irikura K.2000.Inversion of source parameters and site effects from strong ground motion records using genetic algorithms[J].Bull Seismol Soc Am,90(4):977-992.
Mucciarelli M,Gallipoli M R,Arcieri M.2003.The stability of the horizontal-to-vertical spectral ratio of triggered noise and earthquake recordings[J].Bull Seismol Soc Am,93(3):1407-1412.
Nakamura Y.1989.A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface[J].Quarterly Report of RTRI,30(1):25-33.
Nelson J T,Saurenman H J.1983.State-of-the-Art Review:Prediction and Control of Groundborne Noise and Vibration from Rail Transit Trains[R].Report No.UMTA-MA-06-0049-83-4.Oakland:Wilson,Ihrig&Associates,Inc.,222.
Satoh T,Kawase H,Sato T.1997.Statistical spectral model of earthquakes in the eastern Tohoku district,Japan,based on the surface and borehole records observed in Sendai[J].Bull Seismol Soc Am,87(2):446-462.
Verhas H P.1979a.Measurement and analysis of train-induced ground vibration[C]//INTER-NOISE and NOISECON Congress and Conference Proceedings.Washington:Institute of Noise Control Engineering,(2):726-731.
Verhas H P.1979b.Prediction of the propagation of train-induced ground vibration[J].J Sound Vib,66(3):371-376.
Wood H O.1908.Distribution of apparent intensity in San Francisco[G]//California Earthquake of April 18,1906:Report of the State Earthquake Investigation Commission.Washington:Carnegie Institute,Publication 87,1:220-246.