Distribution of Pseudo Spectral Velocity during the Northridge, California.earthquake of 17 January 1994
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[1] Mihailo D. Trifunac,et al. Northridge, California, earthquake of 1994: density of red-tagged buildings versus peak horizontal velocity and intensity of shaking , 1997 .
[2] M. Trifunac. How to model amplification of strong earthquake motions by local soil and geologic site conditions , 1990 .
[3] Maria I. Todorovska. Uniform Probability Response Spectra for Selecting Site Specific Design Motions , 1995 .
[4] Mihailo D. Trifunac,et al. Nonlinear Soil Response— 1994 Northridge, California, Earthquake , 1996 .
[5] R. P. Maley,et al. Accelerograms recorded at USGS National Strong-Motion Network stations during the Ms=6.6 Northridge, California earthquake of January 17, 1994 , 1994 .
[6] Keith L. McLaughlin,et al. A geology-based 3D velocity model of the Los Angeles basin sediments , 1996, Bulletin of the Seismological Society of America.
[7] Randall W. Jibson,et al. Inventory of landslides triggered by the 1994 Northridge, California earthquake , 1995 .
[8] M. Trifunac,et al. Preliminary empirical model for scaling Fourier Amplitude Spectra of strong ground acceleration in terms of earthquake magnitude, source-to-station distance, and recording site conditions , 1976, Bulletin of the Seismological Society of America.
[9] Mihailo D. Trifunac,et al. Characterization of response spectra through the statistics of oscillator response , 1974 .
[10] Mihailo D. Trifunac,et al. Peak velocities and peak surface strains during Northridge, California, earthquake of 17 January 1994 , 1996 .
[11] R. F. Yerkes,et al. Geology of the Los Angeles Basin, California: an introduction , 1965 .
[12] B. Westermo,et al. Effects of surface and subsurface irregularities on the amplitudes of monochromatic waves , 1977, Bulletin of the Seismological Society of America.
[13] M. Trifunac. Dependence of Fourier spectrum amplitudes of recorded earthquake accelerations on magnitude, local soil conditions and on depth of sediments , 1989 .
[14] Mihailo D. Trifunac,et al. Frequency dependent attenuation of strong earthquake ground motion , 1990 .
[15] H. L. Wong,et al. Surface motion of a semi-elliptical alluvial valley for incident plane SH waves , 1974, Bulletin of the Seismological Society of America.
[16] Francisco J. Sánchez-Sesma,et al. Diffraction of elastic SH waves by wedges , 1985 .
[17] A. Shakal,et al. CSMP strong-motion records from the Northridge, California Earthquake of 17 January 1994 , 1994 .
[18] Mihailo D. Trifunac,et al. A note on distribution of uncorrected peak ground accelerations during the Northridge, California, earthquake of 17 January 1994 , 1994 .
[19] Jean-Pierre Bardet,et al. Performance of two reservoirs during 1994 northridge earthquake , 1996 .
[20] Frank L. Vernon,et al. Modeling of ground motion from a 1994 Northridge aftershock using a tomographic velocity model of the Los Angeles Basin , 1996, Bulletin of the Seismological Society of America.
[21] Jonathan P. Stwart,et al. Preliminary report on the principal geotechnical aspects of the January 17, 1994 Northridge Earthquake , 1994 .
[22] Maria I. Todorovska,et al. Surface motion of shallow circular alluvial valleys for incident plane SH waves-analytical solution , 1991 .
[23] Paul M. Davis,et al. Localized Amplification of Seismic Waves and Correlation with Damae due to the Northridge Earthquake: Evidence for Focusing in Santa Monica , 1996 .
[24] Mihailo D. Trifunac,et al. Response Spectra of Earthquake Ground Motion , 1978 .
[25] Mihailo D. Trifunac,et al. Northridge, California, earthquake of 1994: density of pipe breaks and surface strains , 1997 .