引文
[1]廖振鹏,李大华.地震小区划—理论与实践[M].北京:地震出版社,1989.LIAO Zhenpeng,LI Dahua.Seismic micro-zoning—theory and practice[M].Beijing:Earthquake Press,1989.
[2]吕红山,赵凤新.适用于中国场地分类的地震动反应谱放大系数[J].地震学报.2007,29(1):67-76.L U¨Hongshan,ZHAO Fengxin.Site coefficients suitable to China site category[J].Acta Seismologica Sinica,2007,29(1):67-76.
[3]胡聿贤.地震工程学(第二版)[M].北京:地震出版社.2006:469-523.HU Yuxian.Earthquake engineering(second edition)[M].Beiing:Earthquake Press,2006:469-523.
[4]刘文峰,付兴潘.反应谱特征周期的统计分析[J].青岛理工大学学报,2009,30(5):1-7.LIU Wenfeng,FU Xingpan.Empirical statistical analysis of characteristic period of acceleration response spectrum[J].Journal of Qingdao Tech-nological University,2009,30(5):1-7.
[5]夏江,陈清军.基于遗传算法的设计地震反应谱标定方法[J].力学季刊,2006,27(2):317-323.XIA Jiang,CHEN Qingjun.Calibrating method of seismic response spectrum based on genetic algorithm[J].Chinese Quarterly of Mechanics,2006,27(2):317-323.
[6]XU Longjun,XIE Lili.Bi-normalized response spectra and scalar periods for developing uniform seismic design spectra[J].Journal of SoutheastUniversity,2007,23(2):266-271.
[7]徐龙军.抗震设计统一谱理论及其应用[D].哈尔滨:哈尔滨工业大学,2006.XU Longjun.Theory and applications of uniform seismic design spectrum[D].Harbin:Harbin Institute of Technology,2006.
[8]郭晓云.地震动双规准速度反应谱研究[D].哈尔滨:哈尔滨工业大学,2007.GUO Xiaoyun.Study on bi-normalized earthquake velocity response spectra[D].Harbin:Harbin Institute of Technology,2007.
[9]耿淑伟.抗震设计规范中地震作用的规定[D].哈尔滨:中国地震局工程力学研究所,2005.GENG Shuwei.Earthquake action provision in seismic design code[D].Harbin:Institute of Engineering Mechanics,China Earthquake Adminis-tration,2005.
[10]赵艳,郭明珠.关于改进我国抗震设计反应谱的探讨[J].地震工程与工程振动,2006,26(3):47-51.ZHAO Yan,GUO Mingzhu.Discussion on mending seismic design response spectra of our country[J].Journal of Earthquake Engineering andEngineering Vibration,2006,26(3):47-51.
[11]刘铮,沈建文.软土对基岩峰值加速度的放大作用[J].同济大学学报,2009,37(5):607-612.LIU Zheng,SHEN Jianwen.Soft soil amplification of peak ground acceleration[J].Journal of Tongji University,2009,37(5):607-612.
[12]李小军,彭青.设计地震动参数确定中的场地影响考虑[J].世界地震工程,2001,17(4):34-42.LI Xiaojun,PENG Qing.Consideration of site effects for determination of design earthquake ground motion parameters[J].World EarthquakeEngineering,2001,17(4):34-42.
[13]薄景山,李秀领.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11-16.BO Jingshan,LI Xiuling.Some key problems about site effects on seismic ground motion parameters[J].World Earthquake Engineering,2003,19(2):11-16.
[14]马宁,徐龙军,谢礼立.集集地震地震动频谱参数研究[J].地震工程与工程振动,2008,28(1):11-17.MA Ning,XU Longjun,XIE Lili.Study on the period parameters of ground motions during the Chi Chi earthquake[J].Journal of Earthquake En-gineering and Engineering Vibration,2008,28(1):11-17.
[15]吴键,高孟潭.场地相关设计反应谱特征周期的统计分析[J].中国地震,2004,20(3):263-269.WU Jian,GAO Mengtan.Statistical analysis on corner period of site-related design spectrum[J].Earthquake Research in China,2004,20(3):263-269.