Empirical evidence of local seismic effects at sites with pronounced topography: a systematic approach

[1]  Estimation of topographical effects at Narni ridge (Central Italy): comparisons between experimental results and numerical modelling , 2011 .

[2]  RECURRENCE OF HORIZONTAL AMPLIFICATION AT ROCK SITES: A TEST USING H/V BASED GROUND MOTION PREDICTION EQUATIONS , 2011 .

[3]  L. R. West,et al.  Observed effects of topography on ground motion , 1973, Bulletin of the Seismological Society of America.

[4]  José M. Carcione,et al.  Hybrid modeling of P-SV seismic motion at inhomogeneous viscoelastic topographic structures , 1997, Bulletin of the Seismological Society of America.

[5]  F. Panzera,et al.  Evidence of Topographic Effects through the Analysis of Ambient Noise Measurements , 2011 .

[6]  Jeffrey R. Moore,et al.  Ambient vibration analysis of an unstable mountain slope , 2010 .

[7]  D. Komatitsch,et al.  The spectral element method: An efficient tool to simulate the seismic response of 2D and 3D geological structures , 1998, Bulletin of the Seismological Society of America.

[8]  Michel Bouchon,et al.  Seismic response of a hill: The example of Tarzana, California , 1996 .

[9]  D. Boore.  A note on the effect of simple topography on seismic SH waves , 1972, Bulletin of the Seismological Society of America.

[10]  E. Kausel,et al.  Effects of Local Soil Conditions on the Topographic Aggravation of Seismic Motion: Parametric Investigation and Recorded Field Evidence from the 1999 Athens Earthquake , 2005 .

[11]  Craig A. Schultz,et al.  Effect of three‐dimensional topography on seismic motion , 1996 .

[12]  M. Massa,et al.  An Experimental Approach for Estimating Seismic Amplification Effects at the Top of a Ridge, and the Implication for Ground-Motion Predictions: The Case of Narni, Central Italy , 2010 .

[13]  V. Graizer.  Low-velocity zone and topography as a source of site amplification effect on Tarzana hill, California , 2009 .

[14]  Marco Mucciarelli,et al.  Topographic versus stratigraphic amplification: mismatch between code provisions and observations during the L’Aquila (Italy, 2009) sequence , 2013, Bulletin of Earthquake Engineering.

[15]  John G. Anderson,et al.  A MODEL FOR THE SHAPE OF THE FOURIER AMPLITUDE SPECTRUM OF ACCELERATION AT HIGH FREQUENCIES , 1984 .

[16]  J. Wasowski,et al.  Directivity of slope dynamic response to seismic shaking , 2007 .

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

[18]  D. Fäh,et al.  Derivation of a Reference Shear-Wave Velocity Model from Empirical Site Amplification , 2011 .

[19]  George Gazetas,et al.  Topography and Soil Effects in the MS 5.9 Parnitha (Athens) Earthquake: The Case of Adámes , 2002 .

[20]  V. Cruz‐Atienza,et al.  A Robust Method for Assessing 3-D Topographic Site Effects: A Case Study at the LSBB Underground Laboratory, France , 2012 .

[21]  Donat Fäh,et al.  Two-dimensional resonances in Alpine valleys identified from ambient vibration wavefields , 2006 .

[22]  Margaret Hellweg,et al.  Directional topographic site response at Tarzana observed in aftershocks of the 1994 Northridge, California, earthquake: Implications for mainshock motions , 1996, Bulletin of the Seismological Society of America.

[23]  Benjamin Edwards,et al.  Determination of Site Amplification from Regional Seismicity: Application to the Swiss National Seismic Networks , 2013 .

[24]  D. Wald,et al.  Global earthquake casualties due to secondary effects: a quantitative analysis for improving rapid loss analyses , 2010 .

[25]  M. J. Huang,et al.  The Whittier Narrows, California Earthquake of October 1, 1987—CSMIP Strong Motion Data , 1988 .

[26]  L. Luzi,et al.  Topographic effects on the hill of Nocera Umbra, central Italy , 2010 .

[27]  Ezio Faccioli,et al.  3D Response analysis of an instrumented hill at Matsuzaki, Japan, by a spectral method , 1999 .

[28]  William Murphy,et al.  Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: The case of Pacoima Canyon, California , 2005 .

[29]  J. Brune.  Tectonic stress and the spectra of seismic shear waves from earthquakes , 1970 .

[30]  J. Vidale,et al.  Directional site resonances observed from aftershocks of the 18 October 1989 Loma Prieta earthquake , 1991 .

[31]  Susan E. Hough,et al.  Localized damage caused by topographic amplification during the 2010 M 7.0 Haiti earthquake , 2010 .

[32]  D. Komatitsch,et al.  Effects of Realistic Surface Topography on Seismic Ground Motion in the Yangminshan Region of Taiwan Based Upon the Spectral-Element Method and LiDAR DTM , 2009 .

[33]  Donat Fäh,et al.  Instrumental evidence of normal mode rock slope vibration , 2012 .

[34]  Benjamin Edwards,et al.  Reference S‐Wave Velocity Profile and Attenuation Models for Ground‐Motion Prediction Equations: Application to Japan , 2013 .

[35]  D. Hatzfeld,et al.  Observations of hard-rock site effects , 1984 .

[36]  Chris J. Wills,et al.  Effects of Topographic Position and Geology on Shaking Damage to Residential Wood-Framed Structures during the 2003 San Simeon Earthquake, Western San Luis Obispo County, California , 2010 .

[37]  Roberto Paolucci,et al.  Amplification of earthquake ground motion by steep topographic irregularities , 2002 .

[38]  D. Fäh,et al.  Site Effects in Unstable Rock Slopes: Dynamic Behavior of the Randa Instability (Switzerland) , 2011 .