薄景山, 翟庆生, 刘红帅, 等. 场地分类及其在我国的演变[J].自然灾害学报, 2004, 13(6):44-49. BO Jingshan, ZHAI Qingsheng, LIU Hongshuai, et al.Site classification and its evolution in Chinese code for seismic design of buildings[J]. Journal of Natural Disaster, 2004, 13(6):44-49. (in Chinese)
[2]
胡聿贤. 地震工程学[M]. 2版.北京:地震出版社. 2006:473-523. HU Yuxian. Earthquake Engineering[M]. (2nd ed.)Beijing: Seismological Press, 2006:473-523. (in Chinese)
[3]
李秀领. 土层结构对地表地震动参数影响的研究[D].哈尔滨:中国地震局工程力学研究所, 2003. LI Xiuling. Study on the effect of soil layer constructure on earthquake ground motion parameters[D]. Harbin: Institute of Engineering Mechanics, CEA, 2003. (in Chinese)
[4]
薄景山, 翟庆生, 吴兆营, 等. 基于土层结构的场地分类方法[J]. 地震工程与工程振动, 2004, 24(4): 46-49. BO Jingshan, ZHAI Qingsheng, WU Zhaoying, et al.Site classification method based on soil layer construction[J].Journal of Earthquake Engineering and Engineering Vibration, 2004, 24(4): 46-49. (in Chinese)
[5]
GB50011-2001 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2001. GB50011-2001 Code for Seismic Design of Buildings[S]. Beijing: China Building Industry Press, 2001. (in Chinese)
[6]
彭艳菊, 吕悦军, 黄雅虹, 等. 工程地震中的场地分类方法及适用性评述[J].地震地质, 2009, 31(2): 349-362. PENG Yanju, LV Yuejun, HUANG Yahong, et al.A review on site classification method and its applicability in earthquake engineering[J]. Seismology and Geology, 2009, 31(2): 349-362. (in Chinese)
[7]
British Standard. Eurocode 8: Design of structures for earthquake resistance-Part 1:General rules, seismic actions and rules for buildings[S]. BS EN 1998-1:2004.
[8]
The Ministry of Land, Infrastructure, Transport and Tourism (MLIT). Building Standard Law of Japan[S]. Tokyo, Japan, 2007.
[9]
GBJ11-89 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 1989. GBJ11-89 Code for Seismic Design of Buildings[S]. Beijing: China Building Industry Press, 1989. (in Chinese)
[10]
GB50011-2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010. GB50011-2001Code for Seismic Design of Buildings[S]. Beijing: China Building Industry Press, 2010. (in Chinese)
[11]
Lee V W, Trifunac M D. Should average shear-wave velocity in the top 30m of soil be used to describe seismic amplification[J]. SDEE, 2010, 30:1250-1258.
[12]
廖振鹏, 李小军. 地表土层地震反应的等效线性化解法[A].廖振鹏. 地震小区划――理论与实践[C].北京:地震出版社, 1989:141-153. LIAO Zhenpeng, LI Xiaojun. Linearization method for computing earthquake response of ground layed soil[A]. LIAO Zhenpeng. Seismic Microzonation[C]. Beijing: Seismological Press, 1989: 141-153. (in Chinese)
[13]
Luzi L, Puglia R, Pacor F, et al.Proposal for a soil classification based on parameters alternative or complement to Vs, 30[J]. Bull. Earthquake Eng., 2011, 9:1877-1898.
[14]
Cadet H, Bard P Y, Rodriguez-Marek A. Defining a standard rock site: Propositions based on the KiK-net database[J]. BSSA. 2010, 100:172-195.
[15]
《工程地质手册》编委会. 工程地质手册[M]. 4版.北京:中国建筑工业出版社, 2006:591. Editorial Board of Engineering Geology Manual. Engineering geology manual[M].4th ed.Beijing: China Building Industry Press, 2006: 591. (in Chinese)
[16]
童广才, 刘康和. 场地卓越周期的确定[J].电力勘测, 2000, 2: 43-46. TONG Guangcai, LIU Kanghe. Determine predominant period of site[J].Chinese Journal of Electric Power Survey, 2000, 2:43-46. (in Chinese)
[17]
齐文浩, 薄景山, 刘红帅. 水平成层场地基本周期的估算公式[J].岩土工程学报, 2013, 35(4): 779-784. QI Wenhao, BO Jingshan, LIU Hongshuai. A fundamental period formula of horizontal layered soil profiles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 779-784. (in Chinese)
[18]
郭晓云. 汶川地震反应谱研究[D].哈尔滨:中国地震局工程力学研究所, 2011. GUO Xiaoyun. Study on response spectrum of Wenchuan Earthquake[D]. Harbin: Institute of Engineering Mechnacs, CEA, 2011. (in Chinese)
[19]
Borcherdt R D. Estimates of site-dependent response spectra for design: methodology and justification[J]. Earthquake Spectra, 1994, 10(4): 617-653.
