Contribution of Dense Array Analysis to the Identification and Quantification of Basin-Edge-Induced Waves, Part I: Methodology

Recent earthquakes have shown that edge-generated surface waves can significantly contribute to increased damages. Most observations of edge-generated surface waves are concerning long-period surface waves propagating in large-size valleys. Since travel times of such waves between valley edges can reach several tens of seconds, they are quite easy to isolate. In small-size structures, reverberating wave trains are mixed and very dense array analysis is required for the identification of basin-induced surface wave trains. The city of Grenoble (French Alps) is located in a small-size deep alluvial valley and faces important site effects (Lebrun et al. , 2001). In order to identify and quantify multidimensional site effects in this basin, a very dense array of 29 three-component seismometers over a 1-km aperture was installed within the city. The wave-field complexity as well as the in situ noise characteristics (colored/correlated noise and low signal-to-noise ratio) led us to develop a procedure based on time-frequency coherence of signal waveforms and the multiple signal classification (MUSIC) (Schmidt, 1981) algorithm to identify the main energetic contributions crossing the array. Next, the nature and energy of waves were estimated using some properties of the analytical three-component covariance matrix. Careful methodological investigations were performed in order to better understand and quantify the effects of site constraints on the estimation of wave parameters with the MUSIC technique. Simulations outline the ability of array antennas first to handle difficult scenarios involving multiple, nonstationnary, and correlated propagating phases and second to estimate the polarization and energy of waves. The velocity estimation is shown to be much more unstable than backazimuth estimation, and a low signal-to-noise ratio introduces some variation in estimates. Finally, considering the very large number of identified waves, a statistical view of final estimates is suggested for improving the reliability of analysis. In an accompanying article (Cornou et al. , 2003), we use this method to investigate the entire wave field of seismic events recorded by the array in order to isolate basin-induced waves. Manuscript received 21 June 2002.

[1]  William R. Stephenson,et al.  Lateral propagation effects observed at Parkway, New Zealand. A case history to compare 1D versus 2D site effects , 1999 .

[2]  Tadashi Mikoshiba,et al.  Secondary Love Waves Observed by a Strong-Motion Array In the Tokyo Lowlands, Japan , 1992 .

[3]  R. Graves Modeling three-dimensional site response effects in the Marina District Basin, San Francisco, California , 1993, Bulletin of the Seismological Society of America.

[4]  Y Nakamura,et al.  REAL-TIME INFORMATION SYSTEMS FOR SEISMIC HAZARDS MITIGATION UREDAS, HERAS AND PIC , 1996 .

[5]  Thomas Kailath,et al.  Detection of signals by information theoretic criteria , 1985, IEEE Trans. Acoust. Speech Signal Process..

[6]  Aspasia Zerva,et al.  Estimation of signal characteristics in seismic ground motions , 1996 .

[7]  P. Goldstein,et al.  Array analysis of seismic signals , 1987 .

[8]  A. Jurkevics Polarization analysis of three-component array data , 1988 .

[9]  Masanori Horike,et al.  Seismic Response in Three-Dimensional Sedimentary Basin due to Plane S Wave Incidence , 1990 .

[10]  Edward H. Field,et al.  Spectral amplification in a sediment-filled Valley exhibiting clear basin-edge-induced waves , 1996, Bulletin of the Seismological Society of America.

[11]  J. P. Burg,et al.  Maximum entropy spectral analysis. , 1967 .

[12]  Arben Pitarka,et al.  Three-Dimensional Finite-Difference Waveform Modeling of Strong Motions Observed in the Sendai Basin, Japan , 2001 .

[13]  John E. Vidale,et al.  Complex polarization analysis of particle motion , 1986 .

[14]  P. Goldstein,et al.  Deterministic frequency‐wavenumber methods and direct measurements of rupture propagation during earthquakes using a dense array: Theory and methods , 1991 .

[15]  H. Fujiwara,et al.  Basin-induced love waves observed using the strong-motion array at Fuchu, Japan , 1993 .

[16]  Yoshiaki Hisada,et al.  3-D simulations of surface wave propagation in the Kanto sedimentary basin, Japan Part 2: Application of the surface wave BEM , 1993 .

[17]  A double seismic antenna experiment at teide Volcano : existence of local seismicity and lack of evidences of Volcanic tremor , 2001 .

[18]  Robert W. Graves,et al.  Three-dimensional finite-difference simulations of long-period strong motions in the Tokyo metropolitan area during the 1990 Odawara earthquake (MJ 5.1) and the great 1923 Kanto earthquake (MS 8.2) in Japan , 1999 .

[19]  M. Viberg,et al.  Two decades of array signal processing research: the parametric approach , 1996, IEEE Signal Process. Mag..

[20]  Thomas Kailath,et al.  On spatial smoothing for direction-of-arrival estimation of coherent signals , 1985, IEEE Trans. Acoust. Speech Signal Process..

[21]  J. Capon High-resolution frequency-wavenumber spectrum analysis , 1969 .

[22]  Laura Scognamiglio,et al.  Edge-Diffracted 1-Sec Surface Waves Observed in a Small-Size Intramountain Basin (Colfiorito, Central Italy) , 2001 .

[23]  Stefan Baisch,et al.  Nature of narrow-band signals at 2.083 Hz , 1999 .

[24]  Ralph Otto Schmidt,et al.  A signal subspace approach to multiple emitter location and spectral estimation , 1981 .

[25]  Stéphane Gaffet,et al.  A dense array experiment for the observation of waveform perturbations , 1998 .

[26]  Cécile Cornou,et al.  Contribution of Dense Array Analysis to the Identification and Quantification of Basin-Edge-Induced Waves, Part II: Application to Grenoble Basin (French Alps) , 2003 .

[27]  Kim B. Olsen,et al.  Three-dimensional simulation of earthquakes on the Los Angeles fault system , 1996, Bulletin of the Seismological Society of America.

[28]  R. O. Schmidt,et al.  Multiple emitter location and signal Parameter estimation , 1986 .

[29]  S. Sawada,et al.  On the Relationship between Azimuth Dependency of Earthquake Ground Motion and Deep Basin Structure beneath the Osaka Plain , 1992 .

[30]  G. Alguacil,et al.  A double seismic antenna experiment at teide Volcano: existence of local seismicity and lack of evidences of Volcanic tremor , 2000 .

[31]  William L. Ellsworth,et al.  Monitoring velocity variations in the crust using earthquake doublets: An application to the Calaveras Fault, California , 1984 .

[32]  P. Bard,et al.  Site Effect Study in Urban Area: Experimental Results in Grenoble (France) , 2001 .

[33]  A. Frankel Dense array recordings in the San Bernardino Valley of landers-big bear aftershocks: Basin surface waves, Moho reflections, and three-dimensional simulations , 1994, Bulletin of the Seismological Society of America.

[34]  Kojiro Irikura,et al.  Basin-Induced Love Waves in the Eastern Part of the Osaka Basin. , 1995 .