引文
[1]卢寿德.GB17741-2005《工程场地地震安全性评价》宣贯教材[M].北京:中国标准出版社,2006.LU Shoude.Propagandizing and teaching materials of“Evaluation of seismic safety for engineering sites”[M].Beijing:Standard Press of China,2006.
[2]兰景岩,刘红帅,吕悦军,等.表层土剪切波速的不确定性对地表设计谱平台值的影响[J].吉林大学学报(地球科学版),2012,42(3):772-778.LAN Jingyan,LIU Hongshuai,LV Yuejun,et al.Effects of uncertainties of shear wave velocity of soil surface layer on platform value of surface design response spectra[J].Journal of Jilin University(Earth Science Edition),2012,42(3):772-778.
[3]王钟琦,谢君斐,石兆吉.地震工程地质导论[M].北京:地震出版社,1983.WANG Zhongqi,XIE Junfei,SHI Zhaoji.Introduction to earthquake engineering geology[M].Beijing:Seismological Press,1983.
[4]高玉峰,刘汉龙,朱伟.剪切波速对砂土层地震反应的影响[J].工程勘察,2001,(1):39-42.GAO Yufeng,LIU Hanlong,ZHU Wei,et al.Influence of shear wave velocity on the seismic response of sand ground[J].Geotechnical Investigation&Surveying,2001,1:39-42.
[5]刘红帅,薄景山,吴兆营,等.土体参数对地表加速度峰值和反应谱的影响[J].地震研究,2005,28(2):167-171.LIU Hongshuai,BO Jingshan,WU Zhaoying,et al.Effects of soil parameters on ground surface acceleration peak and response spectra[J].Journal of Seismological Research,2005,28(2):167-171.
[6]陈国兴,刘雪珠,王炳辉.土动力参数变异性对深软场地地表地震动参数的影响[J].防灾减灾工程学报,2007,27(1):1-10.CHEN Guoxing,LIU Xuezhu,WANG Binghui.Effect of variability of soil dynamic parameters on ground motion parameters for deep soft sites[J].Journal of Disaster Prevent ion and Mitigation Engineering,2007,27(1):1-10.
[7]孙锐,袁晓铭,刘晓健.动剪切模量比与剪切波速对地震动影响及等量关系研究[J].岩土工程学报,2009,31(8):1267-1274.SUN Rui,YUAN Xiaoming,LIU Xiaojian.Effects of dynamic shear modulus ratio and velocity on surface ground motion and their equivalent relations[J].Chinese Journal of Geotechnical Engineering,2009,31(8):1267-1274.
[8]RATHJE E M,KOTTKE A R,TRENT W L.Influence of input motion and site property variabilities on seismic site response analysis[J].Journal of Geotechnical And Geoenvironmental Engineering,2010,136(4):607-619.
[9]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB17741-2005工程场地地震安全性评价[S].北京:中国标准出版社,2005.General Administration of Quality Supervision,Inspection and Quarantine of the People's Republic of China,Standardization Administration of the People's Republic of China.GB17741-2005 Seismic safety evaluation of engineering sites[S].Beijing:China Standardization Press,2005.
[10]廖振鹏.地震小区划(理论与实践)[M].北京:地震出版社,1989.LIAO Zhenpeng.Seismic microzonation[M].Beijing:Seismological Press,1989.
[11]中华人民共和国建设部,国家质量监督检验检疫总局.GB50011-2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.Ministry of Construction of the People's Republic of China,General Administration of Quality Supervision,Inspection and Quarantine of the People's Republic of China.Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2001.
[12]袁晓铭,孙锐,孙静等.常规土类动剪切模量和阻尼比试验研究[J].地震工程与工程振动,2000,20(4):133-139.YUAN Xiaoming,SUN Rui,SUN Jing,et al.Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soils[J].Earthquake Engineering and Engineering Vibration,2000,20(4):133-139.
[13]王绍博,丁海平.土动力参数对土层动力反应的影响[J].地震工程与工程振动,2001,21(1):105-108.WANG Shaobo,DING Ha-ping.Effect of soil dynamic parameters on seismic responses of soil layers[J].Earthquake Engineering and Engineering Vibration,2001,21(1):105-108.
[14]孙静,袁晓铭,孙锐.土动剪切模量和阻尼比的推荐值和规范值的合理性比较[J].地震工程与工程振动,2004,24(2):125-133.SUN Jing,YUAN Xiao-ming,SUN Rui.Reasonability comparison between recommended and code values of dynamic shear modulus and damping ratio of soils[J].Earthquake Engineering and Engineering Vibration,2004,24(2):125-133.
[15]郭晓云,薄景山,巴文辉,等.最小二乘法分段拟合标定反应谱方法[J].世界地震工程,2012,28(3):29-33.GUO Xiaoyun,BO Jingshan,BA Wenhui,et al.Sectional least square fitting method for calibrating seismic design response spectrum[J].World Earthquake Engineering,2012,28(3):29-33.