Use of Ambient Noise: From Spectral Amplitude Variability to H/V Stability

The study of the variation over time of both spectral amplitudes and H/V curves, has been performed on three different sites, two close to cities and one in the countryside, during periods varying from week to over a month. It demonstrates the robustness of the H/V technique to give consistent peak frequency values. In particular, H/V peak frequencies, either fundamental (f0) or natural (fx, x•1), are not affected by weather nor the level of human activity. However, while fundamental H/V peak amplitudes are stable, they proved rather unstable for natural (secondary) peak. Spectral amplitude curves are very variable but follow human activity cycles from week-week end and day-night variations down to a very small scale, such as lunch breaks. Finally, the frequency limit between anthropic noise and natural noise, commonly taken at 1 Hz, is not straightforward and is varying from site to site from 0.7–0.8 Hz up to 2–3 Hz.

[1]  Maria Rosaria Gallipoli,et al.  The Stability of the Horizontal-to-Vertical Spectral Ratio of Triggered Noise and Earthquake Recordings , 2003 .

[2]  Philippe Guéguen,et al.  CityShark: A User-friendly Instrument Dedicated to Ambient Noise (Microtremor) Recording for Site and Building Response Studies , 2000 .

[3]  P. Dominique,et al.  On the use of microtremor recordings in seismic microzonation , 1998 .

[4]  Marco Mucciarelli,et al.  A QUICK SURVEY OF LOCAL AMPLIFICATIONS AND THEIR CORRELATION WITH DAMAGE OBSERVED DURING THE UMBRO-MARCHESAN (ITALY) EARTHQUAKE OF SEPTEMBER 26, 1997 , 1998 .

[5]  Eric P. Chael,et al.  High-frequency analysis of seismic background noise as a function of wind speed and shallow depth , 1996, Bulletin of the Seismological Society of America.

[6]  Donat Fäh,et al.  H/V ratio: a tool for site effects evaluation. Results from 1-D noise simulations , 2006 .

[7]  Pierre-Yves Bard,et al.  Site Effect Study in Urban Area: Experimental Results in Grenoble (France) , 2001 .

[8]  SEISMIC AMPLIFICATION AT A SOFT SOIL SITE WITH LIQUEFIABLE LAYER , 2000 .

[9]  Maria Rosaria Gallipoli,et al.  The influence of wind on measurements of seismic noise , 2005 .

[10]  Y Nakamura,et al.  A METHOD FOR DYNAMIC CHARACTERISTICS ESTIMATION OF SUBSURFACE USING MICROTREMOR ON THE GROUND SURFACE , 1989 .

[11]  Fabrizio Cara,et al.  A Study on Seismic Noise Variations at Colfiorito, Central Italy: Implications for the Use of H/V Spectral Ratios , 2003 .

[12]  C. Yeh,et al.  SOME PROPERTIES OF RANDOMDEC SIGNATURES , 1999 .

[13]  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 .

[14]  T. Ohmachi,et al.  Ground Motion Characteristics Estimated from Spectral Ratio between Horizontal and Verticcl Components of Mietremors. , 1997 .

[15]  Kuvvet Atakan,et al.  Evaluation of the influence of experimental conditions on H/V results from ambient noise recordings , 2008 .

[16]  Maria Rosaria Gallipoli,et al.  Analysis and Modeling of hvsr in the Presence of a Velocity Inversion: The Case of Venosa, Italy , 2005 .

[17]  Marco Mucciarelli,et al.  RELIABILITY AND APPLICABILITY OF NAKAMURA'S TECHNIQUE USING MICROTREMORS: AN EXPERIMENTAL APPROACH , 1998 .

[18]  Maria Rosaria Gallipoli,et al.  Information on subsoil geological structure in the city of Catania (Eastern Sicily) from microtremor measurements , 2001 .