Citation: | LI Ping, BO Jingshan, YUAN Yifan, XIAO Ruijie, LIU Hongshuai. Effects of Jiuxiang Fracture on Abnormal Intensity in Hanyuan during Wenchuan Earthquake[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 1055-1060,1073. doi: 10.3969/j.issn.0258-2724.2015.06.011 |
刘曾武,寇殿卿,吕根盛,等. 唐山地震玉田低烈度异常原因的探讨[J]. 地震工程与工程振动,1982,2(2): 11-25. LIU Zengwu, KOU Dianqing, LV Gensheng, et al. On the cause of low intensity anomaly in Yutian during the Tangshan earthquake[J]. Earthquake Engineering and Engineering Vibration, 1982, 2(2): 11-25.
|
高振寰. 唐山地震引起北京地区烈度异常区的原因分析[J]. 地震地质,1979,1(2): 74-82. GAO Zhenhuan. On distribution of intensity anomalies in the Beijing region caused by the Tangshanearthquake[J]. Sensmology and Geology, 1979, 1(2): 74-82.
|
蒋溥,王启鸣,徐峰,等. 唐山地震引起的几个异常破坏区的原因探讨[J]. 地震地质,1979,1(1): 90-98. JIANG Pu, WANG Qiming, XU Feng, et al. Discussion on the anomalous areas of high intensity nearby Beijing caused by the Tangshan earthquake[J]. Sensmology and Geology, 1979, 1(1): 90-98.
|
韩新民,周瑞琦. 丽江7.0级地震的烈度分布[J]. 地震研究,1997,20(1): 35-46. HAN Xinmin, ZHOU Ruiqi. Intensity distribution of the M7.0 Lijiang earthquake[J]. Journal of Seismological Research, 1997, 20(1): 35-46.
|
李锰,伊力亚尔,张云峰,等. 1998年8月27日伽师6.6级地震宏观烈度与震害[J]. 内陆地震,2000,14(1): 46-50. LI Meng, YILI Yaer, ZHANG Yunfeng, et al. Macroscopic intensity and disaster of Jiashi Ms6.6 earthquake on Aug.27, 1998[J]. Inland Earthquake, 2000, 14(1): 46-50.
|
非明伦,周光全,施伟华,等. 大姚6.2级地震的烈度与震害分析[J]. 地震研究,2004,27(增刊): 70-74. FEI Minglun, ZHOU Guangquan, SHI Weihua, et al. Seismic intensity and disaster analysis on Dayao M6.2 earthquake[J]. Journal of Seismological Research, 2004, 27(Sup.): 70-74.
|
ANDERSON J G, BODIN P, BRUNE J N, et al. Strong ground motion from the Michoacfin, Mexico earthquake[J]. Science, 1986, 233: 1043-1048.
|
袁一凡. 四川汶川8.0级地震损失评估[J]. 地震工程与工程振动,2008,28(5): 10-19. YUAN Yifan. Loss assessment of Wenchuan earthquake[J]. Earthquake Engineering and Engineering Vibration, 2008, 28(5): 10-19.
|
高孟潭,陈学良,俞言祥,等. 512汶川8.0级地震汉源烈度异常机理的初步探讨[J]. 震灾防御技术,2008,3(3): 216-223. GAO Mengtan, CHEN Xueliang, YU Yanxiang, et al. Preliminary discussion on intensity anomalous mechanism of Hanyuan Town in 512 Wenchuan earthquake[J]. Technology for Earthquake Disaster Prevention, 2008, 3(3): 216-223.
|
薄景山,齐文浩,刘洪帅,等. 汶川特大地震汉源烈度异常原因的初步分析[J]. 地震工程与工程振动,2009,29(6): 54-64. BO Jingshan, QI Wenhao, LIU Hongshuai, et al. Abnormality of seismic intensity in Hanyuan during Wenchuan earthquake[J]. Earthquake Engineering and Engineering Vibration, 2009, 29(6): 54-64.
|
齐文浩,薄景山,郭迅,等. 汶川地震中一个特殊场地研究初探[J]. 地震工程与工程振动,2010,30(3): 53-58. QI Wenhao, BO Jingshan, GUO Xun, et al. Preliminary study on a special site in Wenchuan earthquake[J]. Earthquake Engineering and Engineering Vibration, 2010, 30(3): 53-58.
|
李平,薄景山,齐文浩,等. 土层结构对汉源烈度异常的影响[J]. 地震学报,2012,34(6): 1-7. LI Ping, BO Jingshan, QI Wenhao, et al. The effects of soil construction on abnormal intensity in Hanyuan old town[J]. Seismologica Sinica, 2012, 34(6): 1-7.
|
李平. 汶川特大地震汉源震害异常研究[D]. 哈尔滨:中国地震局工程力学研究所,2013.
|
谷洪彪,姜记沂,兰双双. 汶川地震汉源县烈度区异常地质构造背景分析[J]. 防灾科技学院学报,2009,11(1): 52-56. GU Hongbiao, JING Jiyi, LAN Shuangshuang. Analysis on geological structure background of Hanyuan intensity anomalies in Wenchuan Ms8.0 earthquake[J]. Journal of Institute of Disaster-Prevention Science and Technology, 2009, 11(1): 52-56.
|
袁一凡,田启文. 工程地震学[M]. 北京:地震出版社,2009: 11-13.
|
李山有,陈学良,金星,等. 团树断层场地地震反应的数值模拟[J]. 地震工程与工程振动,2003,23(4): 17-21.LI Shanyou, CHEN Xueliang, JIN Xing, et al. Numerical simulation of seismic response of Tuanshu fault site[J]. Earthquake Engineering and Engineering Vibration, 2003, 23(4): 17-21.
|
郭婷婷. 汶川地震震害与活动断层避让带宽度的分析研究[D]. 北京:中国地震局地质研究所,2013.
|
李山有,马强,武东坡,等. 断层场地地震反应特征研究[J]. 地震工程与工程振动,2003,23(5): 32-37.LI Shanyou, MA Qiang, WU Dongpo, et al. Study on characteristics of seismic responses of fault sites[J]. Earthquake Engineering and Engineering Vibration, 2003, 23(5): 32-37.
|
廖振鹏,杨柏坡. 频域透射边界[J]. 地震工程与工程振动,1986,6(4): 1-9.LIAO Zhenpeng, YANG Baipo. Transmitting boundary in frequency domain[J]. Earthquake Engineering and Engineering Vibration, 1986, 6(4): 1-9.
|