Mihailo D. Trifunac

Mihailo D. Trifunac's AcademicInfluence.com Rankings

Mihailo D. Trifunac

Engineering

#2272

World Rank

#3157

Historical Rank

Civil Engineering

#63

World Rank

#93

Historical Rank

Applied Physics

#267

World Rank

#277

Historical Rank

engineering Degrees

Download Badge

Engineering

Mihailo D. Trifunac's Degrees

PhD Civil Engineering University of California, Berkeley
Masters Civil Engineering University of California, Berkeley
Bachelors Civil Engineering University of Belgrade

Why Is Mihailo D. Trifunac Influential?

(Suggest an Edit or Addition)

(See a Problem?)

Mihailo D. Trifunac's Published Works

Number of citations in a given year to any of this author's works

Total number of citations to an author for the works they published in a given year. This highlights publication of the most important work(s) by the author

Published Works

A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION (1975) (1125)
Scattering of plane sh waves by a semi‐cylindrical canyon (1972) (452)
On the correlation of seismic intensity scales with the peaks of recorded strong ground motion (1975) (416)
Surface motion of a semi-elliptical alluvial valley for incident plane SH waves (1974) (359)
Scattering of plane sh waves by a semi‐elliptical canyon (1974) (231)
Comparisons between ambient and forced vibration experiments (1972) (192)
RESPONSE OF TUNNELS TO INCIDENT SH-WAVES (1979) (172)
A three dimensional dislocation model for the San Fernando, California, earthquake of February 9, 1971 10F, 3T, 42R Bull. Seism. Soc. Am. V64, N1, Feb. 1974, P149–172 (1974) (172)
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) (167)
Analysis of the Pacoima dam accelerogram—San Fernando, California, earthquake of 1971 (1971) (164)
A note on the useable dynamic range of accelerographs recording translation 1 We dedicate this paper (2001) (163)
Apparent Periods of a Building. II: Time-Frequency Analysis (2001) (154)
Interaction of a shear wall with the soil for incident plane SH waves (1972) (154)
Apparent Periods of a Building. I: Fourier Analysis (2001) (152)
A note on rotational components of earthquake motions on ground surface for incident body waves (1982) (151)
Erratum to surface motion of a semi-cylindrical alluvial valley for incident plane SH waves (1972) (149)
Complexity of energy release during the Imperial Valley, California, earthquake of 1940 (1970) (146)
Two-dimensional, antiplane, building-soil-building interaction for two or more buildings and for incident planet SH waves (1975) (144)
Rocking strong earthquake accelerations (1987) (142)
Seismic Soil-Structure Interaction in Buildings. I: Analytical Methods; Seismic Soil-Structure Interaction in Buildings. II: Empirical Findings (2000) (137)
PRELIMINARY ANALYSIS OF THE PEAKS OF STRONG EARTHQUAKE GROUND MOTION--DEPENDENCE OF PEAKS ON EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE, AND RECORDING SITE CONDITIONS (1976) (137)
Should average shear-wave velocity in the top 30 m of soil be used to describe seismic amplification? (2010) (133)
Impulse response analysis of the Van Nuys 7‐storey hotel during 11 earthquakes and earthquake damage detection (2008) (132)
Routine computer processing of strong-motion accelerograms (1973) (124)
The reflection of plane waves in a poroelastic half-space saturated with inviscid fluid (2005) (115)
Nonlinear Soil Response— 1994 Northridge, California, Earthquake (1996) (115)
Ambient vibration tests of a seven-story reinforced concrete building in Van Nuys, California, damaged by the 1994 Northridge earthquake (2000) (113)
Analysis of accelerograms—Parkfield earthquake (1967) (112)
Isolation of soil‐structure interaction effects by full‐scale forced vibration tests (1988) (110)
Earthquake damage detection in the Imperial County Services Building III: Analysis of wave travel times via impulse response functions (2008) (107)
Response envelope spectrum and interpretation of strong earthquake ground motion (1971) (102)
On the apparent change in dynamic behavior of a nine-story reinforced concrete building (1987) (101)
Stress estimates for the San Fernando, California, earthquake of February 9, 1971: Main event and thirteen aftershocks (1972) (101)
Nonlinear soil response as a natural passive isolation mechanism—the 1994 Northridge, California, earthquake (1998) (99)
Earthquake damage detection in the Imperial County Services Building I: The data and time–frequency analysis (2007) (99)
How to model amplification of strong earthquake motions by local soil and geologic site conditions (1990) (96)
Comparison of earthquake and microtremor ground motions in El Centro, California (1973) (90)
Northridge, California, earthquake of 1994: density of pipe breaks and surface strains (1997) (90)
A method for synthesizing realistic strong ground motion (1971) (89)
Generation of tsunamis by a slowly spreading uplift of the sea floor (2001) (88)
The role of strong motion rotations in the response of structures near earthquake faults (2009) (88)
Parkfield, California, earthquake of June 27, 1966: A three-dimensional moving dislocation (1974) (87)
Time and amplitude dependent response of structures (1973) (84)
Frequency dependent attenuation of strong earthquake ground motion (1990) (84)
ANALYSIS OF ERRORS IN DIGITIZED STRONG-MOTION ACCELEROGRAMS (1973) (83)
Empirical criteria for liquefaction in sands via standard penetration tests and seismic wave energy (1995) (83)
Ambient Vibration Tests of Structures−a Review (2001) (83)
Experimental evidence for flexibility of a building foundation supported by concrete friction piles (1999) (82)
Antiplane Earthquake Waves in Long Structures (1989) (80)
RESPONSE SPECTRA FOR DIFFERENTIAL MOTION OF COLUMNS (1997) (78)
ORDER STATISTICS OF PEAKS IN EARTHQUAKE RESPONSE (1988) (77)
Note on Excitation of Long Structures by Ground Waves (1990) (76)
Dependence of Fourier spectrum amplitudes of recorded earthquake accelerations on magnitude, local soil conditions and on depth of sediments (1989) (75)
Generation of artificial strong motion accelerograms (1979) (75)
Propagation of earthquake waves in buildings with soft first floor (1990) (74)
Uniform risk functionals for characterization of strong earthquake ground motion (1978) (74)
Characterization of response spectra through the statistics of oscillator response (1974) (74)
Correlations of peak acceleration, velocity and displacement with earthquake magnitude, distance and site conditions (1976) (72)
A note on correction of strong-motion accelerograms for instrument response (1972) (71)
Wave propagation in a seven-story reinforced concrete building: I. Theoretical models (2001) (71)
Tectonic stress and the source mechanism of the Imperial Valley, California, earthquake of 1940 (1972) (71)
Peak velocities and peak surface strains during Northridge, California, earthquake of 17 January 1994 (1996) (70)
Empirical models for scaling pseudo relative velocity spectra of strong earthquake accelerations in terms of magnitude, distance, site intensity and recording site conditions (1989) (70)
Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion ☆ (2001) (67)
A note on distribution of uncorrected peak ground accelerations during the Northridge, California, earthquake of 17 January 1994 (1994) (63)
Long period Fourier amplitude spectra of strong motion acceleration (1993) (63)
Scattering and diffraction of plane SH-waves by two-dimensional inhomogeneities: Part I* (1988) (62)
DURATION OF STRONG GROUND MOTION IN TERMS OF EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE, SITE CONDITIONS AND SITE GEOMETRY (1994) (61)
The system damping, the system frequency and the system response peak amplitudes during in‐plane building‐soil interaction (1992) (60)
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) (60)
Zero-stress, cylindrical wave functions around a circular underground tunnel in a flat, elastic half-space: Incident P-waves (2010) (59)
Site conditions and earthquake ground motion – A review (2016) (59)
Northridge, California, earthquake of 1994: density of red-tagged buildings versus peak horizontal velocity and intensity of shaking (1997) (58)
A comparison of soil-structure interaction calculations with results of full-scale forced vibration tests* (1988) (58)
Effects of surface and subsurface irregularities on the amplitudes of monochromatic waves (1977) (58)
Variability of the fixed‐base and soil–structure system frequencies of a building—The case of Borik‐2 building (2010) (57)
Q and high-frequency strong motion spectra (1994) (57)
Recent Advances in Rotational Seismology (2009) (55)
Wave propagation in a seven-story reinforced concrete building: III. Damage detection via changes in wavenumbers (2003) (51)
A note on the dynamic response of rigid embedded foundations (1975) (51)
Response of multistoried buildings to ground translation and rocking during earthquakes (1990) (48)
Response spectra for differential motion of columns paper II: Out-of-plane response (2006) (48)
A note on tsunami amplitudes above submarine slides and slumps (2002) (48)
Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion (1998) (47)
Antiplane response of a dike on flexible embedded foundation to incident SH-waves (2001) (47)
Seismic response of multistoried buildings including the effects of soil-structure interaction (1991) (47)
Review: Rotations in Structural Response (2009) (47)
A note on strength-reduction factors for design of structures near earthquake faults (2008) (46)
On identification of Damage in Structures Via Wave Travel Times (2001) (46)
Common problems in automatic digitization of strong motion accelerograms (1999) (45)
A note on differences in tsunami source parameters for submarine slides and earthquakes (2002) (45)
A note on the accuracy of computed ground displacements from strong-motion accelerograms (1974) (44)
On the reoccurrence of site specific response (1999) (43)
A microzonation method based on uniform risk spectra (1990) (42)
Amplitudes, polarity and time of peaks of strong ground motion during the 1994 Northridge, California, earthquake (1997) (42)
Earthquake damage detection in the Imperial County Services Building II: Analysis of novelties via wavelets (2010) (42)
Antiplane response of a dike with flexible soil-structure interface to incident SH waves (2001) (42)
Broad band extension of Fourier amplitude spectra of strong motion acceleration (1993) (41)
Wave propagation in a seven-story reinforced concrete building: II. Observed wavenumbers (2001) (41)
Statistical extension of response spectrum superposition (1985) (41)
Low frequency digitization errors and a new method for zero baseline correction of strong-motion accelerograms (1970) (41)
REDUCTION OF STRUCTURAL DAMAGE BY NONLINEAR SOIL RESPONSE (1999) (40)
Probabilistic spectrum superposition for response analysis including the effects of soil-structure interaction (1990) (40)
Energy of strong motion at earthquake source (2008) (40)
Effects of the site dynamic characteristics on soil-structure interaction (I): Incident SH-Waves (2013) (39)
Preliminary empirical model for scaling fourier amplitude spectra of strong ground acceleration in terms of modified mercalli intensity and recording site conditions (1979) (39)
Contact stresses and ground motion generated by soil‐structure interaction (1977) (38)
Long period microtremors, microseisms and earthquake damage: Northridge, CA, earthquake of 17 January 1994 (2000) (38)
Effects of Torsional and Rocking Excitations on the Response of Structures (2006) (38)
A note on the correlation of frequency-dependent duration of strong earthquake ground motion with the Modified Mercalli Intensity and the geologic conditions at the recording stations (1977) (38)
Response Spectra of Earthquake Ground Motion (1978) (38)
Fourier amplitude spectra of strong motion acceleration: Extension to high and low frequencies (1994) (37)
Peak surface strains during strong earthquake motion (1996) (37)
Nonlinear soil response as a natural passive isolation mechanism. Paper II. The 1933, Long Beach, California earthquake (2003) (37)
The Northridge, California, earthquake of 1994: fire ignition by strong shaking (1998) (36)
The Rinaldi Strong Motion Accelerogram of the Northridge, California Earthquake of 17 January 1994 (1998) (35)
On Energy Flow in Earthquake Response (2001) (34)
Early history of the response spectrum method (2008) (34)
Can aftershock studies predict site amplification factors? Northridge, CA, earthquake of 17 January 1994 (2000) (34)
EFFECTS OF GROUND ROCKING ON DYNAMIC RESPONSE OF MULTISTORIED BUILDINGS DURING EARTHQUAKES (1991) (33)
Duration of earthquake fault motion in California (1995) (33)
Earthquake response spectra for performance based design—A critical review (2012) (33)
Duration of strong earthquake shaking (1982) (33)
EARTHQUAKE STRESSES IN ARCH DAMS. I, THEORY AND ANTIPLANE EXCITATION (1991) (32)
Empirical Scaling of Rotational Spectra of Strong Earthquake Ground Motion (2009) (32)
Response Spectra for Near-Source, Differential, and Rotational Strong Ground Motion (2009) (32)
Hazard mapping of normalized peak strain in soils during earthquakes: microzonation of a metropolitan area (1996) (31)
Analysis of strong earthquake ground motion for prediction of response spectra (1973) (31)
The Nature of Site Response During Earthquakes (2009) (30)
Distribution of Pseudo Spectral Velocity during the Northridge, California.earthquake of 17 January 1994 (1997) (30)
Curvograms of strong earthquake ground motion (1990) (29)
EFFECTS OF CROSS-AXIS SENSITIVITY AND MISALIGNMENT ON THE RESPONSE OF MECHANICAL-OPTICAL ACCELEROGRAPHS (1977) (29)
Investigation of Earthquake Response of Long Buildings (1988) (29)
Full-scale experimental studies of soil-structure interaction?A review (2001) (29)
2D dynamic structure-soil-structure interaction for twin buildings in layered half-space I: Incident SH-waves (2017) (28)
75th anniversary of strong motion observation—A historical review (2009) (28)
Rotations in a shear‐beam model of a seven‐story building caused by nonlinear waves during earthquake excitation (2009) (28)
Damage distribution during the 1994 Northridge, California, earthquake relative to generalized categories of surficial geology (1998) (28)
Wave-passage effects on strength-reduction factors for design of structures near earthquake faults (2007) (27)
Selected Topics in Probabilistic Seismic Hazard Analysis (1995) (27)
EARTHQUAKE STRESSES IN ARCH DAMS. II, EXCITATION BY SV-, P-, AND RAYLEIGH WAVES (1991) (27)
A note on the effects of nonuniform spreading velocity of submarine slumps and slides on the near-field tsunami amplitudes (2002) (27)
Recording and interpreting earthquake response of fullscale structures (2001) (26)
Effects of site dynamic characteristics on soil–structure interaction (II): Incident P and SV waves (2013) (26)
Liquefaction Opportunity Mapping via Seismic Wave Energy (1999) (26)
Pseudo relative velocity spectra of earthquake ground motion at long periods (1995) (26)
Wavelet approximation of earthquake strong ground motion-goodness of fit for a database in terms of predicting nonlinear structural response (2009) (26)
Re-occurrence of site-specific response in former Yugoslavia—part II: Friuli, Banja Luka and Kopaonik (2003) (26)
The Effects of the Wave Passage on the Response of Base-Isolated Buildings on Rigid Embedded Foundat (1993) (26)
Was Grand Banks event of 1929 a slump spreading in two directions (2002) (25)
On correlation of seismoscope response with earthquake magnitude and Modified Mercalli Intensity (1975) (25)
Energy and power of nonlinear waves in a seven story reinforced concrete building (2007) (25)
A note on computing the contribution of rocking exitation to earthquake response of simple buildings (1988) (24)
PSEUDO RELATIVE VELOCITY SPECTRA OF EARTHQUAKE GROUND MOTION AT HIGH FREQUENCIES (1995) (24)
Re-occurrence of site-specific response in former Yugoslavia—part 1: Montenegro (2003) (24)
Shaking hazard compatible methodology for probabilistic assessment of permanent ground displacement across earthquake faults (2007) (24)
Earthquake response of a three-span, simply supported bridge to near-field pulse and permanent-displacement step (2012) (24)
Effects of foundation size on Fourier spectrum amplitudes of earthquake accelerations recorded in buildings (1982) (23)
1971 San Fernando and 1994 Northridge, California, earthquakes: did the zones with severely damaged buildings reoccur? (2004) (23)
A Note on the Useable Range in Accelerographs Recording Translation (2001) (23)
Ambient vibration test of a thirty-nine story steel frame building (1970) (23)
A note on the nonstationarity of seismic response of structures (2000) (23)
A preliminary empirical model for frequency-dependent attenuation of Fourier amplitude spectra In Serbia from the Vrancea earthquakes (2016) (23)
Seismic microzoning of Belgrade (2017) (22)
Seismic microzoning in Skopje, Macedonia (2017) (22)
RELATIVE EARTHQUAKE MOTION OF BUILDING FOUNDATIONS (1997) (22)
Transient and permanent shear strains in a building excited by strong earthquake pulses (2009) (21)
Microzonation of Banja Luka for performance-based earthquake-resistant design (2015) (21)
Scaling of Fourier Spectra of strong earthquake ground motion in western Himalaya and northeastern India (2017) (21)
The Modified Mercalli intensity and the geometry of the sedimentary basin as scaling parameters of the frequency dependent duration of strong ground motion (1993) (20)
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) (20)
Seismic microzoning of Štip in Macedonia (2017) (20)
Translation, torsion, and wave excitation of a building during soil–structure interaction excited by an earthquake SH pulse (2015) (20)
Scattering and Diffraction of Plane P and SV Waves by Two-Dimensional Inhomogeneities (1988) (20)
Effects of soil structure interaction on the response of buildings during the strong earthquake ground motion (1986) (20)
High frequency errors and instrument corrections of strong-motion accelerograms (1971) (20)
In-plane soil–structure interaction in layered, fluid-saturated, poroelastic half-space I: Structural response (2016) (19)
Transient and Permanent Rotations in a Shear Layer Excited by Strong Earthquake Pulses (2009) (19)
A note on the wave-passage effects in out-of-plane response of long structures to strong earthquake pulses (2011) (19)
A note on predetermined earthquake damage scenarios for structural health monitoring (2012) (19)
Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake SV-wave pulse (2016) (19)
Energy dissipation by nonlinear soil strains during soil–structure interaction excited by SH pulse (2012) (19)
A note on tsunami caused by submarine slides and slumps spreading in one dimension with nonuniform displacement amplitudes (2003) (19)
Coherence of dispersed synthetic strong earthquake ground motion at small separation distances (2015) (18)
An array of strong-motion accelerographs in Bear Valley, California (1975) (18)
Synthetic earthquake ground motions on an array (2013) (18)
Scattering of plane SH-waves by cylindrical canals of arbitrary shape (1985) (17)
2D dynamic structure-soil-structure interaction for twin buildings in layered half-space II: Incident SV-waves (2018) (17)
Stresses and intermediate frequencies of strong earthquake acceleration (1997) (17)
Preliminary empirical scaling of pseudo relative velocity spectra in Serbia from the Vrancea earthquakes (2016) (17)
Damped fourier spectrum and response spectra (1973) (17)
ATTENUATION OF SEISMIC INTENSITY IN ALBANIA AND YUGOSLAVIA (1989) (16)
An improved probabilistic spectrum superposition (1998) (16)
On the Reflection of Elastic Waves in a Poroelastic Half-Space Saturated With Non-Viscous Fluid (2001) (16)
Recorded Ground and Structure Motions (1995) (16)
Biot response spectrum (2006) (15)
Distribution of Peaks in Linear Earthquake Response (1981) (15)
Antiplane dynamic soil-bridge interaction for incident plane SH-waves (1977) (15)
Discussion of “The Role of Earthquake Hazard Maps in Loss Estimation: A Study of the Northridge Earthquake” by Robert B. Olshansky (1998) (15)
Variations of strong earthquake ground shaking in the Los Angeles area (1974) (15)
Brief history of computation of earthquake response spectra (2006) (14)
Relationship of MLSM and magnitudes determined by regional seismological stations in South-Eastern and Central Europe (1992) (14)
Seismic hazard maps in Macedonia (2017) (14)
Investigation of earthquake response of simple bridge structures (1986) (14)
Wind and microtremor induced vibrations of a twenty-two story steel frame building (1970) (14)
Uniform hazard spectra in western Balkan Peninsula (2013) (14)
A Note on the Range of Peak Amplitudes of Recorded Accelerations, Velocities and Displacement With Respect to the Modified Mercalli Intensity Scale (1976) (14)
Modified Mercalli intensity scaling of the frequency dependent duration of strong ground motion (1993) (14)
M computed from strong motion accelerograms recorded in Yugoslavia (1990) (14)
Two-dimensional earthquake vibrations in sedimentary basins – SH waves (2014) (14)
Soil‐structure system frequency and damping: Estimation from eigenvalues and results for a 2D model in layered half‐space (2018) (13)
A note on energy of strong ground motion during Northridge, California, earthquake of January 17, 1994 (2013) (13)
Amplification of Strong Ground Motion and Damage Patterns During the 1994 Northridge, California, Earthquake (1998) (13)
Permanent deformations and strains in a shear building excited by a strong motion pulse (2007) (13)
Coherency of dispersed synthetic earthquake ground motion at small separation distances: Dependence on site conditions (2015) (13)
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) (13)
A note on the noise amplitudes in some strong motion accelerographs (1987) (13)
Asymmetry of nonlinear soil strains during soil-structure interaction excited by SH pulse (2012) (13)
Scattering and diffraction of earthquake motions in irregular elastic layers, I: Love and SH waves (2014) (13)
The Whittier Narrows, California Earthquake of October 1, 1987—Note on Peak Accelerations during the 1 and 4 October Earthquakes (1988) (13)
Empirical scaling relations for pseudo relative velocity spectra in western Himalaya and northeastern India (2018) (13)
Attenuation of Modified Mercalli Intensity for small epicentral distance in California (1985) (12)
Attenuation of strong earthquake ground motion – II: Dependence on geology along the wave paths from the Burmese subduction zone to northeastern India (2018) (12)
A note on the power of strong ground motion during the January 17, 1994 earthquake in Northridge, California (2013) (12)
Digital Instrument Response Correction for the Force-Balance Accelerometer (1992) (12)
A note on scaling peak acceleration, velocity and displacement of strong earthquake shaking by Modified Mercalli Intensity (MMI) and site soil and geologic conditions (1992) (12)
INSTRUMENTED 7-STOREY REINFORCED CONCRETE BUILDING IN VAN NUYS , CALIFORNIA : AMBIENT VIBRATION SURVEYS FOLLOWING THE DAMAGE FROM THE 1994 NORTHRIDGE EARTHQUAKE (12)
Soil–structure interaction for a SDOF oscillator supported by a flexible foundation embedded in a half-space: Closed-form solution for incident plane SH-waves (2016) (12)
Detection thresholds in structural health monitoring (2014) (12)
75th Anniversary of the response spectrum method—A historical review (2008) (12)
Radiation Damping during Two-Dimensional Building-Soil Interaction (1991) (12)
Simulation of strong earthquake motion by explosions — experiments at the Lyaur testing range in Tajikistan (1999) (12)
A note on the statistics of ordered peaks in stationary stochastic processes (1998) (11)
Attenuation of strong earthquake ground motion – I: Dependence on geology along the wave path from the Hindu Kush subduction to Western Himalaya (2018) (11)
Maximum distance and minimum energy to initiate liquefaction in water saturated sands (2004) (11)
Seismic hazard maps in Serbia (2017) (11)
A note on probabilistic computation of earthquake response spectrum amplitudes (1979) (11)
70-TH ANNIVERSARY OF BIOT SPECTRUM (2003) (11)
Spectral amplitudes of strong earthquake accelerations recorded in buildings (1987) (11)
Scattering and diffraction of earthquake motions in irregular, elastic layers, II: Rayleigh and body P and SV waves (2014) (10)
Saturation effects on ground motion of unsaturated soil layer-bedrock system excited by plane P and SV waves (2018) (10)
Scientists of the U.S. Geological Survey and the Southern California Earthquake Center (1994) (10)
SH waves in a moon-shaped valley (2017) (10)
Buildings as Sources of Rotational Waves (2008) (10)
Analysis of the Station No. 2 seismoscope record—1966, Parkfield, California, earthquake (1970) (10)
Least square inversion with time shift optimization and an application to earthquake source mechanism (1990) (10)
Structural health monitoring study of the ZOIL building using earthquake records (2020) (10)
Duration of strong ground motion during Northridge, California, earthquake of January 17, 1994 (2012) (10)
Analysis of a force balance accelerometer (1985) (10)
Amplification of linear strain in a layer excited by a shear-wave earthquake pulse (2010) (10)
A postearthquake response analysis of the Imperial County Service Building in El Centro (1984) (9)
Order statistics of peaks of the response to multi-component seismic excitation (1987) (9)
AN EVALUATION OF THE EFFECTS OF TRAVELING SEISMIC WAVES ON THE THREE-DIMENSIONAL RESPONSE OF STRUCTURES (1977) (9)
A note on plane-wave approximation (2013) (9)
A Seismic Hazard Model for Peak Strains in Soils during Strong Earthquake Shaking (1996) (9)
Tsunami Source Parameters of Submarine Earthquakes and Slides (2003) (8)
Attenuation of intensity with epicentral distance in India (1988) (8)
A note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslavia (2015) (8)
Least square model with spatial expansion: application to the inversion of earthquake source mechanism (1990) (7)
A note on the differences in magnitudes estimated from strong motion data and from Wood-Anderson seismometer (1991) (7)
Scaling strong motion fourier spectra by modified mercalli intensity, local soil and local geologic site conditions. (1989) (7)
A note on the surface motion of a semi-cylindrical alluvial valley for incident-cylindrical SH waves radiating from a fault with arbitrary orientation (2015) (7)
Influence of Canyon on Soil-Structure Interaction (1976) (7)
Erratum to Response Spectra for Near-Source, Differential, and Rotational Strong Ground Motion (2009) (7)
Statistics of ordered peaks in the response of non-classically damped structures (1999) (7)
Advanced sensitivity calibration of the Los Angeles strong motion array (1998) (7)
Pseudorelative acceleration spectrum (1991) (7)
Non-linear earthquake waves in seven-storey reinforced concrete hotel (2006) (7)
On citation rates in earthquake engineering (2006) (7)
In-plane soil-structure interaction in layered, fluid-saturated, poroelastic half-space II: Pore pressure and volumetric strain (2017) (7)
1 Structural Health Monitoring by Detection of Abrupt Changes in Response Using Wavelets : Application to a 6-story RC Building Damaged by an Earthquake by (2005) (7)
Total Loss in a Building Exposed to Earthquake Hazard, Part I: The Model; Part II: A Hypothetical Ex (1993) (7)
Earthquake Engineering, Non-linear Problems in (2009) (6)
In-plane response of two-story structures to near-fault ground motion (2013) (6)
Transient pressures in hydrotechnical tunnels during earthquakes (1988) (6)
A note on the motion of a large area on ground surface during passage of synthetic strong motion waves (2015) (6)
A WORKSHOP ON ROTATIONAL GROUND MOTION (2006) (5)
Body Wave Excitations of Embedded Hemisphere (1982) (5)
Uniform Risk Absolute Acceleration Spectra (1977) (5)
Scientific citations of M.A. Biot (2005) (5)
Seismic microzoning of Guwahati metropolitan area, Assam, India (2021) (5)
Ambient vibration measurements in an irregular building (2020) (5)
Attenuation of Seismic Intensity in Balkan Countries (1988) (5)
A new full‐scale testbed for structural health monitoring and soil–structure interaction studies: Kunming 48‐story office building in Yunnan province, China (2020) (5)
Q and high-frequency strong motion spectra : Soil Dynamics & Earthquake Engineering, 13 (3), 1994, pp149–161 (1994) (5)
Reduction of peak ground velocity by nonlinear soil response – I: Excitation by SH pulse (2019) (5)
A note on publication and citation rates of female academics in earthquake engineering (2006) (5)
The Fourier transform, response spectra and their relationship through the statistics of oscillator response (1973) (5)
Strong motion earthquake accelerograms. Digitized and plotted data. Volume 2: Corrected accelerograms and integrated ground velocity and displacement curves. Part V: Accelerograms IIV314 through IIV333 (1975) (5)
Beijing , China EARTHQUAKE DAMAGE DETECTION IN STRUCTURES AND EARLY WARNING (2008) (4)
Laboratory evaluations and instrument corrections of strong-motion accelerograms (1970) (4)
Investigation of strong earthquake ground motion (1969) (4)
Response of Layer to Strike-Slip Vertical Fault (1980) (4)
Rotations in the transient response of nonlinear shear beam (2006) (4)
The reaction of 4-nitrocatechol cyclic sulfate with alpha-chymotrypsin. (1969) (4)
Reduction of peak ground velocity by nonlinear soil response – III: Excitation by an SV-wave pulse (2021) (4)
Rotational Seismology Workshop of February 2006 (2007) (4)
A note on controlling the optical density on analog film records in strong motion accelerographs (1985) (4)
On publication rates in earthquake engineering (2005) (4)
The contribution of cord rotations to structural response in the near-field (2020) (3)
A note on optimum frequency and damping for optically recording strong motion accelerographs (1982) (3)
A Preliminary Study of the Duration of Strong Earthquake Ground Motion on the Territory of Former Yu (1993) (3)
Direct Empirical Scaling of Response Spectral Amplitudes from Various Site and Earthquake Parameters (1987) (3)
On the Statistics and possible triggering mechanism of earthquakes in Southern California (1970) (3)
Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step (2013) (3)
The Role of the Brune Spectrum in Earthquake Engineering (2005) (3)
A Note on the Effects of Ground Rocking in Response of Buildings during 1989 Loma Prieta Earthquake (1993) (3)
Out-of-plane soil-structure interaction: A tapered shear wall on flexible semi-circular foundation excited by plane SH waves (2021) (3)
Comment on the Role of Earthquake Hazard Maps in Loss Estimation: A Study of the Northridge Earthqua (1998) (3)
A note on time of maximum response of single degree of freedom oscillator to earthquake excitation (1986) (3)
Attenuation of fourier amplitude and pseudo relative velocity spectra due to local earthquakes in the national capital region of India (2019) (3)
High frequency calibration of a finite element model of an irregular building via ambient vibration measurements (2021) (3)
A note on the dynamic response of rigid embedded foundations : 6F, 24R. EARTHQ. ENGNG STRUCT. DYNAM. V4, N2, 1975, P119–127 (1976) (3)
Prediction of building response at any level from recorded roof response: The Kanai–Yoshizawa formula revisited (2016) (3)
Discussion of Assessment of Liquefaction Potential During Earthquakes by Arias Intensity by M. D. Trifunac (1999) (2)
Reduction of peak ground velocity by nonlinear soil response — II: excitation by a P-wave pulse (2021) (2)
STRENGTH-REDUCTION FACTORS FOR STRUCTURES SUBJECTED TO NEAR-SOURCE DIFFERENTIAL STRONG GROUND MOTIONS (2008) (2)
Comment on ‘the macroseismic field of the balkan area’ by C. Papazachos and Ch. Papaionnou (1998) (2)
Closure to “Nonlinear Soil Response—1994 Northridge, California, Earthquake” by M. D. Trifunac and M. I. Todorovska (1997) (2)
Rotational Seismology and Engineering Applications:Proceedings for the First International WorkshopMenlo Park, California, U.S.A.—September 18 to 19, 2007 (2007) (2)
In-plane soil-structure interaction excited by incident plane P waves (2018) (2)
Reduction of seismic wave energy of SH pulse by nonlinear soil (2012) (2)
Flexibility of foundation increases the base shear and horizontal strains during an out–of–plane response to an SH pulse in linear and nonlinear soil (2019) (2)
Near-Field Amplitudes of Tsunami from Submarine Slumps and Slides (2003) (2)
A note on the effects of material discontinuities on spatial variations of surface displacements from static dislocations (2014) (1)
Scaling Earthquake Motions in Geotechnical Design (1995) (1)
Soil Dynamics and Earthquake Engineering (2012) (1)
Seismic microzoning of the Delhi metropolitan area, India—II: Hazard computation and zoning maps (2022) (1)
High‐frequency decay of Fourier spectra of strong motion acceleration and nonlinear site response (2022) (1)
Analyses of strong motion earthquake accelerograms. Volume 4: Fourier amplitude spectra. Parts Q, R, and S: Accelerograms IIQ233 to IIQ243, IIR244 to IIR254, and IIS255 to IIS273 (1974) (1)
Synthetic Earthquake Ground Motions for the Design of Long Structures (2013) (1)
Analyses of strong motion earthquake accelerograms. Volume 3: Responses spectra. Parts Q and R: Accelerograms IIQ233 through IIQ243, IIR244 through IIR254 (1974) (1)
METHODOLOGY FOR PROBABILISTIC ASSESSMENT OF PERMANENT GROUND DISPLACEMENT ACROSS EARTHQUAKE FAULTS FOR THE TRANSPORTATION SYSTEM (2005) (1)
THRESHOLD CHANGES IN BUILDING FREQUENCIES OF VIBRATION ASSOCIATED WITH STRUCTURAL DAMAGE – STUDY OF FULL-SCALE OBSERVATIONS IN THE BORIK-2 BUILDING IN FORMER YUGOSLAVIA (2008) (1)
Coherency of Synthetic Earthquake Ground Motion for the Design of Long Structures: Effect of Site Conditions (2017) (1)
Investigation of scattering and diffraction of plane seismic waves through two dimensional inhomogeneties (1986) (1)
Biographical sketch and publications of M. A. Biot (2006) (1)
Discussion of "Effect of Initial Base Motion on Response Spectra" (1979) (1)
Near Field Small Earthquake Strong Motion Studies (1974) (1)
Discussion of ¿Re-examination of damage distribution in Adapazari: Geotechnical considerations¿ [Engineering Structures 2005;27:1002¿13] (2006) (1)
In-plane soil-structure interaction excited by incident plane SV waves (2018) (1)
A Model for Assessment of the Total Loss in a Building Exposed to Earthquake Hazard (1991) (1)
WORLD CONFERENCE ON EARTHQUAKE ENGINEERING, 5TH, PROCEEDINGS, 1973. (2017) (0)
Analysis of strong motion earthquake accelerograms. Volume 3: Response spectra. Parts O and P: Accelerograms IIP214 to IIP223, IIP231 and IIP232 (1974) (0)
UNIVERSITY OF SOUTHERN CALIFORNIA Department of Civil Engineering NON-LINEAR EARTHQUAKE WAVES IN SEVEN-STOREY REINFORCED (2006) (0)
EARTHQUAKE VULNERABILITY AND ENGINEERING EDUCATION (2014) (0)
MLSM of the 1989 Loma Prieta earthquake (1994) (0)
An example of computing MLSM for the Dharamshala earthquake of 1986 in India (1993) (0)
Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by a Strong-Motion Pulse at Its Base (2023) (0)
TWO-DIMENSIONAL, ANTIPLANE, B U I L D I N G-S O I L-B U I L D I N G I N T E R A C T I O N FOR TWO OR MORE BUILDINGS AND FOR I (2005) (0)
Discussion on a Paper by E. Reinoso, M. Ordaz and F. J. Sanchez-Sesma (1991) (0)
A reply (1974) (0)
Corrigendum for “In-plane soil-structure interaction in layered, fluid-saturated, poroelastic half-space II: Pore pressure and volumetric strain” [Soil Dyn. Earthq. Eng. 92 (2017) 585-595] (2018) (0)
Discussion on a paper by W.‐H. Wu and H. A. Smith (1995) (0)
Seismic microzoning of the Delhi metropolitan area, India— I: Seismicity modeling (2022) (0)
Seismic hazard mapping of Ohrid, North Macedonia (2023) (0)
EARTHQUAKE DESIGN SPECTRA FOR PERFORMANCE-BASED DESIGN (2012) (0)
SOIL-STRUCTURE INTERACTION , WAVE PASSAGE EFFECTS AND ASSYMETRY IN NONLINEAR SOIL RESPONSE (2010) (0)
Variability of Soil-Structure System Frequencies during Strong Earthquake Shaking for a Group of Buildings in Los Angeles Estimated from Strong Motion Records (2004) (0)
Bulletin of the Seismological Society of America Vol . 65 April 1975 No . 2 ON CORRELATION OF SEISMOSCOPE RESPONSE WITH EARTHQUAKE MAGNITUDE AND MODIFIED MERCALLI INTENSITY BY (2005) (0)
Summary of Visit to U.S.S.R. On Seismic Construction: U.S. Delegation Trip Report (1987) (0)
Instrument correction for 6DOF seismic sensors (2008) (0)
Analysis of strong motion earthquake accelograms. Volume 4: Fourier amplitude spectra. Parts N, O, and P: Accelograms IIN185 to IIN197, IIO198 to IIO201, IIO204 to IIO208, IIO210, IIP214 to IIP223, IIP231 and IIP232, IIO213 (1974) (0)
Seismic zoning maps of the National Capital Region (NCR) of India (2022) (0)
recent ad vances in rota tional sei smology (2009) (0)
Rotations in a Seven Story Reinforced Concrete Hotel accompanying Nonlinear Waves During Earthquake Excitation (2007) (0)

This paper list is powered by the following services:

What Schools Are Affiliated With Mihailo D. Trifunac?

Mihailo D. Trifunac is affiliated with the following schools:

University of Southern California

Mihailo D. Trifunac's Academic­Influence.com Rankings

Mihailo D. Trifunac's Degrees

Why Is Mihailo D. Trifunac Influential?

Mihailo D. Trifunac's Published Works

Published Works

What Schools Are Affiliated With Mihailo D. Trifunac?

Mihailo D. Trifunac's AcademicInfluence.com Rankings