EMPIRICAL SCALING OF STRONG EARTHQUAKE GROUND MOTION - PART I: ATTENUATION AND SCALING OF RESPONSE SPECTRA
暂无分享,去创建一个
[1] Mihailo D. Trifunac,et al. ATTENUATION OF SEISMIC INTENSITY IN ALBANIA AND YUGOSLAVIA , 1989 .
[2] Mihailo D. Trifunac,et al. Total Loss in a Building Exposed to Earthquake Hazard, Part I: The Model; Part II: A Hypothetical Ex , 1993 .
[3] Mihailo D. Trifunac,et al. A Note on the Useable Range in Accelerographs Recording Translation , 2001 .
[4] Erik H. Vanmarcke,et al. Attenuation of intensity with epicentral distance in the Philippines , 1980 .
[5] M. Trifunac. A microzonation method based on uniform risk spectra , 1990 .
[6] Maurice A. Biot,et al. Analytical and Experimental Methods in Engineering Seismology , 1943 .
[7] M. A. Chinnery,et al. Elastic Dislocations in a Layered Half-Space—I. Basic Theory and Numerical Methods , 1974 .
[8] Attenuation of Modified Mercalli Intensity for small epicentral distance in California , 1985 .
[10] Mihailo D. Trifunac,et al. Attenuation of intensity with epicentral distance in India , 1988 .
[11] Vincent W. Lee,et al. Correlation of pseudo relative velocity spectra with site intensity, local soil classification and depth of sediments , 1991 .
[12] Mihailo D. Trifunac,et al. PSEUDO RELATIVE VELOCITY SPECTRA OF EARTHQUAKE GROUND MOTION AT HIGH FREQUENCIES , 1995 .
[13] V. W. Lee,et al. Empirical models for scaling pseudo relative velocity spectra of strong earthquake accelerations in terms of magnitude, distance, site intensity and recording site conditions , 1989 .
[14] M. Trifunac. Analysis of strong earthquake ground motion for prediction of response spectra , 1973 .
[15] A S Veletsos,et al. Deformation Spectra for Elastic and Elastoplastic Systems Subjected to Ground Shock and Earthquake Motions , 1965 .
[16] A. G. Brady,et al. Correlations of peak acceleration, velocity and displacement with earthquake magnitude, distance and site conditions , 1976 .
[17] M. Longuet-Higgins,et al. The statistical distribution of the maxima of a random function , 1956, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[18] M. Trifunac. Scaling strong motion fourier spectra by modified mercalli intensity, local soil and local geologic site conditions. , 1989 .
[19] Maurice A. Biot. Transient Oscillations in Elastic Systems , 1932 .
[20] M. Trifunac. Dependence of Fourier spectrum amplitudes of recorded earthquake accelerations on magnitude, local soil conditions and on depth of sediments , 1989 .
[21] Maurice A. Biot,et al. A mechanical analyzer for the prediction of earthquake stresses , 1941 .
[22] Mihailo D. Trifunac,et al. Response of multistoried buildings to ground translation and rocking during earthquakes , 1990 .
[23] Mihailo D. Trifunac,et al. On the correlation of seismic intensity scales with the peaks of recorded strong ground motion , 1975 .
[24] Roger D. Borcherdt,et al. Effects of local geological conditions in the San Francisco Bay region on ground motions and the intensities of the 1906 earthquake , 1976, Bulletin of the Seismological Society of America.
[25] Mihailo D. Trifunac,et al. Long period Fourier amplitude spectra of strong motion acceleration , 1993 .
[26] S. Rice. Mathematical analysis of random noise , 1944 .
[27] C. M. Duke. Bibliography of effects of soil conditions on earthquake damage , 1958 .
[28] Mihailo D. Trifunac,et al. ORDER STATISTICS OF PEAKS IN EARTHQUAKE RESPONSE , 1988 .
[29] Mihailo D. Trifunac,et al. Q and high-frequency strong motion spectra , 1994 .
[30] A. G. Brady,et al. A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .
[31] Mihailo D. Trifunac,et al. Probabilistic spectrum superposition for response analysis including the effects of soil-structure interaction , 1990 .
[32] M. Trifunac. How to model amplification of strong earthquake motions by local soil and geologic site conditions , 1990 .
[33] Mihailo D. Trifunac,et al. Empirical scaling of Fourier spectrum amplitudes of recorded strong earthquake accelerations in terms of Modified Mercalli Intensity, local soil conditions and depth of sediments , 1991 .
[34] H. Bolton Seed,et al. Site-dependent spectra for earthquake-resistant design , 1976, Bulletin of the Seismological Society of America.
[35] M. Trifunac. Pseudo relative velocity spectra of earthquake ground motion at long periods , 1995 .
[36] Mihailo D. Trifunac,et al. A note on an instrumental comparison of the modified mercalli (MMI) and the Japanese meteorological agency (JMA) intensity scales, based on computed peak accelerations , 1979 .
[37] A. G. Brady,et al. On correlation of seismoscope response with earthquake magnitude and Modified Mercalli Intensity , 1975, Bulletin of the Seismological Society of America.
[38] Mihailo D. Trifunac,et al. Broad band extension of Fourier amplitude spectra of strong motion acceleration , 1993 .
[39] Mihailo D. Trifunac. A Note on the Range of Peak Amplitudes of Recorded Accelerations, Velocities and Displacement With Respect to the Modified Mercalli Intensity Scale , 1976 .
[40] M. Biot,et al. Theory of Elastic Systems Vibrating under Transient Impulse with an Application to Earthquake-Proof Buildings. , 1933, Proceedings of the National Academy of Sciences of the United States of America.
[41] Vinay K. Gupta,et al. EFFECTS OF GROUND ROCKING ON DYNAMIC RESPONSE OF MULTISTORIED BUILDINGS DURING EARTHQUAKES , 1991 .
[42] V. W. Lee. Scaling PSV from Earthquake Magnitude, Local Soil, and Geologic Depth of Sediments , 1993 .
[43] Mihailo D. Trifunac. PRELIMINARY ANALYSIS OF THE PEAKS OF STRONG EARTHQUAKE GROUND MOTION--DEPENDENCE OF PEAKS ON EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE, AND RECORDING SITE CONDITIONS , 1976 .
[44] Maurice A. Biot. Theory of Vibration of Buildings During Earthquake , 1934 .
[45] Mihailo D. Trifunac,et al. Preliminary empirical model for scaling fourier amplitude spectra of strong ground acceleration in terms of modified mercalli intensity and recording site conditions , 1979 .
[46] Mihailo D. Trifunac,et al. Seismic response of multistoried buildings including the effects of soil-structure interaction , 1991 .
[47] Mihailo D. Trifunac,et al. Frequency dependent attenuation of strong earthquake ground motion , 1990 .
[48] V. W. Lee,et al. Empirical models for scaling Fourier amplitude spectra of strong ground acceleration in terms of earthquake magnitude source to station distance, site intensity and recording site conditions , 1989 .
[49] B. Gutenberg,et al. Effects of ground on earthquake motion , 1957 .
[50] Vincent W. Lee,et al. Direct Empirical Scaling of Response Spectral Amplitudes from Various Site and Earthquake Parameters , 1987 .
[51] Mihailo D. Trifunac,et al. Response Spectra of Earthquake Ground Motion , 1978 .
[52] 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.
[53] Hugo Benioff,et al. The physical evaluation of seismic destructiveness , 1934 .
[54] Mihailo D. Trifunac,et al. Statistical extension of response spectrum superposition , 1985 .
[55] Maria I. Todorovska,et al. Comparison of response spectrum amplitudes from earthquakes with a lognormally and exponentially distributed return period , 1994 .
[56] M. D. Trifunac,et al. Pseudorelative acceleration spectrum , 1991 .
[57] Mihailo D. Trifunac,et al. Fourier amplitude spectra of strong motion acceleration: Extension to high and low frequencies , 1994 .
[58] George W. Housner,et al. Spectrum analysis of strong-motion earthquakes , 1953 .
[59] Maria I. Todorovska. A note on distribution of amplitudes of peaks in structural response including uncertainties of the exciting ground motion and of the structural model , 1995 .
[60] Mihailo D. Trifunac,et al. Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion ☆ , 2001 .