Fellow of the Indian National Academy of Engineering (INAE)
His primary areas of investigation include Seismology, Amplitude, Structural engineering, Vibration and Seismic wave. Strong ground motion, Peak ground acceleration, Fault, Accelerograph and Aftershock are the primary areas of interest in his Seismology study. Mihailo D. Trifunac has researched Amplitude in several fields, including Computational physics, Pulse and Scaling.
Mihailo D. Trifunac combines subjects such as Ambient noise level and Fourier analysis with his study of Structural engineering. His study in the field of Normal mode is also linked to topics like Cross section. His Seismic wave research is multidisciplinary, relying on both Wave propagation, Mathematical model and Settlement.
His scientific interests lie mostly in Seismology, Amplitude, Structural engineering, Scaling and Strong ground motion. His study ties his expertise on Attenuation together with the subject of Seismology. His biological study spans a wide range of topics, including Displacement, Geodesy, Fourier transform, Nonlinear system and Acceleration.
Mihailo D. Trifunac usually deals with Structural engineering and limits it to topics linked to Vibration and Wave propagation. His Scaling study combines topics in areas such as Mercalli intensity scale, Mathematical analysis, Magnitude, Intensity and Seismic hazard. His work in Strong ground motion covers topics such as Response spectrum which are related to areas like Superposition principle.
His primary scientific interests are in Seismology, Amplitude, Scaling, Nonlinear system and Soil structure interaction. His studies in Seismology integrate themes in fields like Soil properties and Stiffness. The Amplitude study combines topics in areas such as Shear waves, Seismic wave, Geophysics and Geodesy.
His Scaling research includes elements of Strong ground motion, Seismic hazard, Peak ground acceleration, Fourier transform and Attenuation. The concepts of his Nonlinear system study are interwoven with issues in Structural engineering, Geotechnical engineering, Excitation and Pulse. Mihailo D. Trifunac interconnects Plane, Mechanics, Shear wall and Half-space in the investigation of issues within Soil structure interaction.
His main research concerns Seismology, Soil structure interaction, Scaling, Amplitude and Structural engineering. His study of Ground motion is a part of Seismology. His study in Soil structure interaction is interdisciplinary in nature, drawing from both Geotechnical engineering, Plane, Geometry and Shear wall.
In his study, Seismic wave and Love wave is strongly linked to Mechanics, which falls under the umbrella field of Geotechnical engineering. His Scaling research is multidisciplinary, incorporating elements of Seismic hazard, Peak ground acceleration, Seismic moment, Fourier transform and Attenuation. His work on Strong ground motion, Span, Bridge and Structural system as part of general Structural engineering study is frequently linked to Frequency band, bridging the gap between disciplines.
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On the correlation of seismic intensity scales with the peaks of recorded strong ground motion
M. D. Trifunac;A. G. Brady.
Bulletin of the Seismological Society of America (1975)
Scattering of plane sh waves by a semi‐cylindrical canyon
M. D. Trifunac.
Earthquake Engineering & Structural Dynamics (1972)
Surface motion of a semi-elliptical alluvial valley for incident plane SH waves
H. L. Wong;M. D. Trifunac.
Bulletin of the Seismological Society of America (1971)
Response of Tunnels to Incident SH-Waves
Vincent W. Lee;Mihailo D. Trifunac.
Journal of Engineering Mechanics-asce (1979)
Scattering of plane sh waves by a semi‐elliptical canyon
H. L. Wong;M. D. Trifunac.
Earthquake Engineering & Structural Dynamics (1974)
Comparisons between ambient and forced vibration experiments
Mihailo D. Trifunac;Mihailo D. Trifunac.
Earthquake Engineering & Structural Dynamics (1972)
Zero baseline correction of strong-motion accelerograms
Mihailo D. Trifunac.
Bulletin of the Seismological Society of America (1971)
A three-dimensional dislocation model for the San Fernando, California, earthquake of February 9, 1971
M. D. Trifunac.
Bulletin of the Seismological Society of America (1974)
PRELIMINARY ANALYSIS OF THE PEAKS OF STRONG EARTHQUAKE GROUND MOTION--DEPENDENCE OF PEAKS ON EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE, AND RECORDING SITE CONDITIONS
M. D. Trifunac.
Bulletin of the Seismological Society of America (1976)
Apparent Periods of a Building. I: Fourier Analysis
M. D. Trifunac;M. D. Trifunac;S. S. Ivanovic;S. S. Ivanovic;M. I. Todorovska;M. I. Todorovska.
Journal of Structural Engineering-asce (2001)
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