(1. Key Laboratory of Loess Earthquake Engineering, Gansu Earthquake Administration,
China Earthquake Administration, Lanzhou 730000, China;
2. Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China;
3. Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China;
4. Key State laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research
Institute, Chinese Academy of Sciences, Lanzhou 730000, China)
(1. Key Laboratory of Loess Earthquake Engineering, Gansu Earthquake Administration,
China Earthquake Administration, Lanzhou 730000, China;
2. Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China;
3. Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China;
4. Key State laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research
Institute, Chinese Academy of Sciences, Lanzhou 730000, China)
[1] Zhang Zhen-zhong. Forecast of seismic disasters in loess area [M]. Beijing: Seismological Press, 1999 (in Chinese).[2] Wang Lan-min, Wu Zhi-jian. Influence of site condition on seismic amplification effects during the Wenchuan earthquake [J]. Journal of Civil, Architectural & Environmental Engineering, 2010, 32(sup2):175-178 (in Chinese).[3] Fang Jian-chun. Disaster and rescue of Haiyuan earthquake in 1920 [J]. Journal of Ningxia Teachers University:Social Science, 2010, 31(5): 51-56 (in Chinese).[4] Wang Lan-min. Loess dynamics [M]. Beijing: Earthquake Press, 2003 (in Chinese).[5] Shi Yu-cheng,Wang Lan-min, Zhang Ying. Effects of overburden thickness and topography of loessial sites on earthquake ground motion [J]. Northwestern Seismological Journal, 1999, 21(2): 203-208 (in Chinese).[6] Yuan Zhong-xia, Wang Lan-min, Zhong Xiu-mei,et al. Safety guide for farmer’s house [M]. Lanzhou:Lanzhou University Press, 2010 (in Chinese).[7] Xu Jian-cong, Jian Wen-bin, Shang Yue-quan. Study on formation mechanism and propagating characteristics of ground micro-tremor [J]. Journal of Zhejiang University: Engineering Science, 2005, 39(1): 33-38(in Chinese).[8] Nakamura Y A. A method for dynamic characters estimation of subsurface using microtremors on the ground surface [J]. Tokyo QR of RTRI, 1989, 30(1):25-33.[9] Tokimatsu K, Miyadera Y. Characteristics of Rayleigh waves in microtremors and their relation to underground structures [J]. Journal of Structural Construction Engineering, 1992, 439: 81-87 (in Japanese).[10] Hu Yu-xian. Earthquake engineering [M]. Beijing:Seismological Press, 2006 (in Chinese).