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利用F-K谱评价地脉动台阵布设方案 被引量:1

A demonstration of observation array configuration for micro-tremors by F-K spectrum method
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摘要 为了充分获取有价值的地脉动记录,并兼顾节省观测费用,对常用的台阵进行分析,得到一个布局合理的地脉动台阵布设方案.利用最大似然法,研究圆形、十字形、菱形形状以及测点数量不同的台阵在模拟的正弦衰减波场下所得到的频率波数谱(F-K谱),根据谱极值是否唯一及对应的波数矢量是否与入射波方向一致来评价布设的台阵是否合理,为选择合理的台阵布设方案提供依据.结果表明,菱形台阵布设方案能用较少的测点获得较精确的计算结果,是利用地脉动台阵观测估算场地剪切波速度结构的首选布设方案. To ensure the rationality of array design and save the cost of observation,the conventional observation array was analyzed,and a rational configuration for micro-tremors was demonstrated in this paper.The frequency-wave number spectrum (F-K spectrum) from records at arrays with different shapes and survey point numbers in a simulated sine decaying wave field was investigated,in which the circle array cross-shaped array and rhombus-shaped array were included.The acceptability of the array configuration was validated by the criterion whether there is one and only one extreme on the F-K spectrum,and whether the direction of the vector is consistent with the direction of the incident wave.The result shows that using the rhombus-shaped array can obtain more precise result with few observation points,and it is the best configuration to estimate the structure of shear wave velocity of site by the micro-tremors array observation method.
出处 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2010年第4期505-509,共5页 Journal of Harbin Institute of Technology
基金 国家自然科学基金重点资助项目(50538030)
关键词 台阵 正弦衰减波场 频率波数谱 array sine decaying wave field F-K spectrum
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参考文献9

  • 1OHRNBERGER M, SCHISSELE E, CORNOU C, et al. Microtremor array measurements for site effect in- vestigations: comparison of analysis methods for field data crosschecked by simulated wavefields [ C]//Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver: [ s. n. ], 2004,8:940 -945.
  • 2CAPON J. High - resolution frequency - wavenumber spectrum analysis [ C ]//Proceedings of the Institute of Electrical and Electronics Engineers. [ S.l ] : IEEE, 1969,57 ( 8 ) : 1408 - 1418.
  • 3OKADA H. "The microtremor survey method" Geophysical monograph series [ J]. Society of Exploration Geophysicists, 2003 (12) : 1 - 5.
  • 4OHRNBERGER M, SCHISSELE E, CORNOU C, et al. Frequency wavenumber and spatial autocorrelation methods for dispersion curve determination from ambient vibration recordings [ C ]//Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver: [ s. n. ] ,2004,8:946 -955.
  • 5束永平,贾丽萍,张建武.频率/波数谱法用于分析鱼雷壳体样品[J].兵工学报,2000,21(2):187-189. 被引量:2
  • 6杨学林 吴世明 周亚刚.利用短周期地脉动推断深层地基S波速度.振动工程学报,2000,16(4):12-18.
  • 7APOSTOLIDIS P, RAPTAKIS D, ROUMELIOTI A, et al. Determination of S-wave velocity structure using microtremors and spac method applied in Thessaloniki (Greece) [ J]. Soil Dynamics and Earthquake Engineering. 2004,24 ( 1 ) :49 -67.
  • 8MATSUOKA T, SHIRAISH H, HCHINOHE S. Estimation of three-dimensional S-wave velocity structure using microtremor array observations in the central Kanto Plain [ C ]//Proceedings of the 6th SEGJ International Symposium. Tokyo: [ s. n. ], 2003:429 - 436.
  • 9陶夏新,师黎静,董连成.中日地脉动台阵联合观测[J].世界地震工程,2002,18(2):24-31. 被引量:12

二级参考文献9

  • 1谢礼立 周雍年.唐山响堂局部场地条件对地震动影响台阵扩建和改造[M].中国地震局工程力学研究所,2001..
  • 21,Capon J. High resolution frequency-wave number spectrum analysis. In:Proc.IEEE,1969,57(8).
  • 32,Chapman J R. Model-scale measurements of the transmission and radiation of hull-borne vibrational energy using frequency/wave number analysis. In:Proc. of the 2nd International Symposium on Shipboard Acoustics ISSA86,The Hague, The Netherlands,1986:135~154
  • 43,Glandier C Y,et al. Wave-vector analysis of the forced vibrations of cylindrical shells of finite length. JASA,1992,92(4):1985~1993
  • 54,ee D, et al. A study of wave propagation on a cylindrical shell using fiber optic laser Doppler velocimetry .JASA,1993,94(1):196~212
  • 6杨学林,吴世明,周亚刚.利用短周期地脉动推断深层地基S波速度[J].振动工程学报,1997,10(2):169-175. 被引量:6
  • 7谢礼立,章文波,李沙白.唐山响堂三维场地影响观测台阵[J].地震工程与工程振动,1999,19(2):1-8. 被引量:23
  • 8陶夏新,刘曾武,郭明珠,师黎静,董连成.工程场地条件评定中的地脉动研究[J].地震工程与工程振动,2001,21(4):18-23. 被引量:54
  • 9松岛健,罔田広,刘竹年.利用长周期脉动推定深层地基构造[J].世界地震工程,1991,7(4):62-67. 被引量:5

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