参考文献/References:
[1] GAUDIO V D, WASOWSKI J. Directivity of slope dynamic response to seismic shaking[J]. Geophysical Research Letters, 2007, 34(12):107-124.
[2] NOGUCHI S, SASATANI T. Quantification of degree of nonlinear site response[C].14th World Conference on Earthquake Engineering, Beijing, China. 2008.
[3] 刘塑宽,查小刚.唐山地震高烈度区场地条件对震害的影响[J].西北地震学报,1982,4(2):67-74. [LIU Sukuan, ZHA Xiaogang. The damage anomaly of 1976 Tangshan earthquake in high intensity region[J]. Northwestern Seismological Journal, 1982, 4(2): 67-74]
[4] 冀昆. 基于H/V谱比法的场地特征研究[D].哈尔滨:中国地震局工程力学研究所,2014. [JI Kun.Estimation on site characteristic based on H/V spectral ratio method[D]. Harbin: Institute of Engineering Mechanics,China Earthquake Administration,2014]
[5] BUECH F, DAVIES T R, PETTINGA J R. The little red hill seismic experimental study: Topographic effects on ground motion at a bedrock-dominated mountain edifice[J]. Bulletin of the Seismological Society of America, 2010, 100(5A): 2219-2229.
[6] DAVIS L L, WEST L R. Observed effects of topography on ground motion[J]. Bulletin of the Seismological Society of America, 1973, 63(1): 283-298.
[7] 罗永红,王运生,王福海,等.青川县桅杆梁斜坡地震动响应监测研究[J].工程地质学报,2010,18(1):27-34. [LUO Yonghong, WANG Yunsheng, WANG Fuhai, et al. Monitoring of slope seismic response during aftershocks of Wenchuan earthquake in Qingchuan county[J]. Journal of Engineering Geology, 2010, 18(1): 27-34]
[8] 罗永红,王运生,何源,等.“4·20”芦山地震冷竹关地震动响应监测数据分析[J].成都理工大学学报(自然科学版),2013,40(3):232-241. [LUO Yonghong, WANG Yunsheng, HE Yuan, et al. Monitoring result analysis of Lengzhuguan slope ground shock response of Lushan earthquake of Sichuan,China[J]. Journal of Chengdu University of Technology(Science & Technology Edition), 2013, 40(3): 232-241]
[9] WATHELET M, JONGMANS D, OHRNBERGER M, et al. Array performances for ambient vibrations on a shallow structure and Consequences over Vs inversion[J]. Journal of Seismology, 2008, 12(1): 1-19.
[10] PANOU A A, THEODULIDIS N, HATZIDIMITRIOU P, et al. Ambient noise horizontal-to-vertical spectral ratio in site effects estimation and correlation with seismic damage distribution in urban environment: the case of the city of Thessaloniki(Northern Greece)[J]. Soil Dynamics and Earthquake Engineering, 2005, 25(4): 261-274.
[11] DEL G V, COCCIA S, WASOWSKI J, et al. Detection of directivity in seismic site response from microtremor spectral analysis[J]. Natural Hazards and Earth System Sciences, 2008, 8(4): 751-762.
[12] TAYLOR S R,GERSTOFT P,FEHLER M C. Estimating site amplification factors from ambient noise[J]. Geophysical Research Letters, 2009:36,L09303.
[13] BONNEFOY-CLAUDET S, BAIZE S, BONILLA L F, et al. Site effect evaluation in the basin of Santiago de Chile using ambient noise measurements[J]. Geophysical Journal International, 2009, 176(3): 925-937.
[14] CHATELAIN J L, GUILLIER B, CARA F, et al. Evaluation of the influence of experimental conditions on H/V results from ambient noise recordings[J]. Bulletin of Earthquake Engineering, 2008, 6(1): 33-74.
[15] MUCCIARELLI M. Reliability and applicability of nakamura's technique using microtremors: an experimental approach[J]. Journal of Earthquake Engineering, 1998, 2(4):625-638.
[16] ZHAO B, LUO YH, WANG YS, et al. Seismic response of steep slopes inferred from ambient noise and accelerometer recordings: The case of Dadu River valley, China[J]. Engineering Geology, 2019: 1-24.
[17] ZASLAVSKY Y, SHAPIRA A, ARZI A A. Amplification effects from earthquakes and ambient noise in the Dead Sea rift(Israel)[J]. Soil Dynamics & Earthquake Engineering, 2000, 20(1):187-207.
[18] HORIKE, M. ZHAO B,KAWASE H,Comparison of site response characteristics inferred from microtremors and earthquake shear waves[J]. Bulletin of the Seismological Society of America, 2001, 91(6): 1526-1536.
[19] RODRIGUEZ V H S. Applicability of the H/V spectral ratio of microtremors in assessing site effects on seismic motion[J]. Earthquake Engineering and Structural Dynamics, 2002, 31: 261-79.
[20] 张磊,王运生,罗永红.芦山地震仁家村斜坡地震动监测[J].山地学报,2015(3):339-347. [ZHANG Lei, WANG Yunsheng, LUO Yonghong. Monitoring result analysis of Renjia village slope ground shock response of Lushan earthquake in Sichuan, China[J]. Mountain Research, 2015(3): 339-347]
[21] YAMANAKA H, MASAYUKI T, HIROSHI I, et al. Characteristics of long-period microtremors and their applicability in exploration of deep sedimentary layers[J]. Bulletin of the Seismological Society of America,1994,84(6): 1831–1841.
[22] FIELD, EH,JACOB K H. A comparison and test of various site-response estimation techniques, including three that are not reference-site dependent[J]. Bulletin of the Seismological Society of America,1995,85(4): 1127-1143.
[23] BORCHERDT R D. Effects of local geology on ground motion near San Francisco Bay. Bulletin of the Seismological Society of America[J],1970,60(1): 29-61.
[24] JGJ/T97-2011,工程抗震术语标准[S].北京:中国建筑工业出版社,2011.[JGJ/T97-2011, Term Standard in Earthquake Engineering[S]. Beijing: China Architeture & Buiding Press, 2011]
[25] 罗永红.地震作用下复杂斜坡响应规律研究[D].成都:成都理工大学,2011.[LUO Yonghong. Study on complex slopes response law under earthquake action[D]. Chengdu: Chengdu University of Technology, 2011]
[26] HARTZELL S H, CARVER D L, KING K W. Initial investigation of site and topographic effects at Robinwood Ridge, California[J]. Bulletin of the Seismological Society of America, 1994, 84(5):1336-1349.