Reply to “Comment on `3D Site Effects: A Thorough Analysis of a High-Quality Dataset,' by F. J. Chávez-García, J. Castillo, and W. R. Stephenson,” by R. Paolucci and E. Faccioli

We thank R. Paolucci and E. Faccioli for their interest in our article. We will refer to their comments (Paolucci and Faccioli, 2003) as P&F. The article commented on by P&F is Chavez-Garcia et al. (2002) (CCS from here onward), where we presented results of a detailed analysis of the 10 events that were best recorded by the temporary seismograph array installed at Parkway, Wainuiomata, New Zealand, during 1995. Our article followed a first round of analysis (Chavez-Garcia et al. , 1999) that concentrated on frequency domain transfer functions for all the stations (64 events were considered in that article). We kindly ask the interested reader to look into those articles, where the history of the network, geological conditions, and so on, were described. Other articles of the Parkway saga are Stephenson (2000, 2002) and Yu and Haines (2003). The results of the analysis by CCS showed clearly that the more significant part of ground-motion response at this valley was the generation of local surface waves, which contributed both to the large amplitude of the “resonance peak” and to the duration of ground motion on the soft soils of this valley. This result was quite robust for all the events that were analyzed. However, Paolucci et al. (2000), analyzing the records for a single event at Parkway at 10 soft soil stations (from the 13 recorded for this earthquake), came to a very different conclusion: “In the case of Parkway Valley we identified what is probably one of the first clear cases of evidence of a 2D resonance mode” (p. 5). This 2D resonance, according to Paolucci et al. (2000), is that of the fundamental in-plane mode, as defined by Bard and Bouchon (1985). CCS felt obliged to confront this discrepancy and gave some arguments against the interpretation …

[1]  M. P. Romo,et al.  The Mexico Earthquake of September 19, 1985—Relationships between Soil Conditions and Earthquake Ground Motions , 1988 .

[2]  Keiiti Aki,et al.  A study on the response of a soft basin for incident S, P, and Rayleigh waves with special reference to the long duration observed in Mexico City , 1989 .

[3]  Peter Moczo,et al.  EFFICIENCY AND OPTIMIZATION OF THE 3-D FINITE-DIFFERENCE MODELING OF SEISMIC GROUND MOTION , 2001 .

[4]  P. Bard,et al.  Site effects in Mexico City eight years after the September 1985 Michoacan earthquakes , 1994 .

[5]  P. Bard,et al.  The two-dimensional resonance of sediment-filled valleys , 1985 .

[6]  W. Stephenson,et al.  3D Site Effects: A Thorough Analysis of a High-Quality Dataset , 2002 .

[7]  Peter Moczo,et al.  Stability and Grid Dispersion of the P-SV 4th-Order Staggered-Grid Finite-Difference Schemes , 2000 .

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

[9]  J. Kristek,et al.  3D Heterogeneous Staggered-grid Finite-difference Modeling of Seismic Motion with Volume Harmonic and Arithmetic Averaging of Elastic Moduli and Densities , 2002 .

[10]  Pierre-Yves Bard,et al.  The seismic response of sediment-filled valleys. Part 2. The case of incident P and SV waves , 1980 .

[11]  E. Faccioli,et al.  Comment on “3D Site Effects: A Thorough Analysis of a High-Quality Dataset,” by F. J. Chávez-García, J. Castillo, and W. R. Stephenson , 2003 .

[12]  Keiiti Aki,et al.  Surface motion of a layered medium having an irregular interface due to incident plane SH waves , 1970 .

[13]  G. Randy Keller,et al.  “Exploration Seismology” by R. E. Sheriff and L.P. Geldart , 1996 .

[14]  John Haines,et al.  The Choice of Reference Sites for Seismic Ground Amplification Analyses: Case Study at Parkway, New Zealand , 2003 .