刘海明,陶夏新,孙晓丹,等. 马衔山北缘断裂西段近场地震动场的震源模型[J]. 世界地震工程,2010,(3):60-66. LIU Haiming, TAO Xiaxin, SUN Xiaodan, et al. A source model for strongground motion field estimation on the western zone of Maxianshan Beiyuan fault[J]. World earthquake engineering, 2010, (3):60-66. (in Chinese)
[2]
刘海明,陶夏新. 预测汶川8.0级大地震地震动的震源模型[J]. 土木工程学报,2013,46(增刊1):139-145. LIU Haiming, TAO Xiaxin.Source model of the great wenchuan earthquake 8.0 for synthesis of strong ground motion[J]. Bulletin of the Civil engineering Society of China, 2013, 46(S1): 139-145. (in Chinese)
[3]
孙晓丹,陶夏新,汤爱平. 基于统计数据离散性的混合滑动模型改进[J]. 哈尔滨工业大学学报,2010,42(4): 510-514、520. SUN Xiaodan, TAO Xiaxin, TANG Aiping. Improvement on hybrid slip model based on dispersion of statistical data[J]. Journal of Harbin Institute of technology, 2010, 42(4): 510-514. (in Chinese)
[4]
Ishikawa Y, Kameda H. Probability-based determination of specific scenario earthquakes[C// 4th International Conference on Seismic Zonation. Pala alto: EERI, 1991,3-10. \
[5]
McGuire R K. Probabilistic seismic hazard analysis and design earthquakes: closing the loop[J]. Bulletin of the Seismological Society of America, 1995,85(5):1275-1284.
[6]
McGuire R K.Scenario earthquake for loss studies based on risk analysis[C]// 5th Int. conf. on seismic zonation. Nice: EERI, 1995, 1325-1333.
[7]
罗奇峰. 概率一致设定地震及其估计方法[J]. 地震工程与工程振动,1996,16(3):22-29. LUO Qifeng. Scenario earthquake with uniform probability sand its estimation method[J]. Earthquake Engineering and Engineering Vibration, 1996, 16(3):22-29. (in Chinese)
[8]
陈厚群,李 敏,张艳红. 地震危险性分析和地震动输入机制研究[J]. 水力发电,2001(8):48-50. CHEN Houqun, LI Min, ZHANG Yanhong. Study on seismic hazard analysis and ground motion input mechanism[J]. Water Power, 2001(8):48-50. (in Chinese)
[9]
Wang Z and J C Cobb. A critique of probabilistic versus deterministic seismic hazard analysis with special reference to the New Madrid seismic zone[J]. Geological Society of America Special Papers, 2013, 2013:493, 259-275.
[10]
Tao Xiaxin, Tao Zhengru. Uniform Spectra and Design Spectra from Scenario Earthquake[C]// Fourth International Conference on Earthquake Engineering. Taipei: 2006.
[11]
Stepp et al.. Probabilistic seismic hazard analysis for ground motion and fault displacement at Yucca Mountain, Nevada[J]. Earthquake Spectra, 2001, 17(1): 113-151.
[12]
Abrahamson N A and Hanks T C. Points in hazard space: A new view of PSHA[J]. Seismological Research Letters, 2008, 79(2):285.
[13]
Hanks T C. Extreme ground motion[J]. Seismological Research Letters, 2011, 82(2): 305-306.
[14]
Tucker B, et al.. The Quito, Ecuador, earthquake risk management project: An evaluation[C]// 5th Int. conf. on seismic zonation. Nice: EERI, 1995, 178-184.
[15]
Erdik and J Swift-Avci. Development of earthquake hazard and damage scenarios[C]// 5th Int. conf. on seismic zonation. Nice: EERI, 1995, 2153-2165.
[16]
国家地震局震害防御司未来地震灾害损失预测研究组. 中国地震灾害损失预测研究[M]. 北京:地震出版社,1990 Research group for damages and losses in future earthquakes, Department of earthquake disaster prevention and reduction, State seismological bureau. Study on earthquake damage and loss [M]. Beijing: Seismological press, 1990. (in Chinese)
[17]
Tao Xiaxin, Tao Zhengru, Li Ping. Seismic hazard expression in risk assessment[J].Earthquake Resistant Engineering Structures Ⅵ, 2007, 299-306.
[18]
Tao Xiaxin, J. G. Anderson. Near field strong ground motion simulation[C]// Int. Conf. on earthquake engineering, Harbin: ANCEER, 2002, 79-86.
[19]
王海云, 陶夏新. 近场强地震动预测中浅源地震的Asperity模型特征[J]. 哈尔滨工业大学学报, 2005,37(11): 1533-1539. WANG Haiyun, TAO Xiaxin.Characterizing a shallow earthquake asperity model for predicting near field strong ground motion[J]. Journal of Harbin Institute of technology, 2005, 37(11): 1533-1539. (in Chinese)
