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ANALYSIS OF STRONG EARTHQUAKE GROUND MOTION FOR PREDICTION OF RESPONSE SPECTRATRIFUNAC MD.1973; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1973; VOL. 2; NO 1; PP. 59-69; BIBL. 33REF.Serial Issue

TECTONIC STRESS AND THE SOURCE MECHANISM OF THE IMPERIAL VALLEY, CALIFORNIA, EARTHQUAKE OF 1940TRIFUNAC MD.1972; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1972; VOL. 62; NO 5; PP. 1283-1302; BIBL. 1 P.Serial Issue

PRELIMINARY ANALYSIS OF THE PEAKS OF STRONG EARTHQUAKE GROUND MOTION-DEPENDENCE OF PEAKS ON EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE AND RECORDING SITE CONDITIONSTRIFUNAC MD.1976; BULL. SEISMOL. SEC. AMER.; U.S.A.; DA. 1976; VOL. 66; NO 1; PP. 189-219; BIBL. 1 P. 1/2Article

RESPONSE SPECTRA OF EARTHQUAKE GROUND MOTION = SPECTRE DE LA REPONSE AUX MOUVEMENTS SISMIQUES DU SOLTRIFUNAC MD.1978; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1978; VOL. 104; NO 5; PP. 1081-1097; BIBL. 13 REF.; 15 ILL.Article

INVESTIGATIONS OF STRONG EARTHQUAKE GROUND MOTION.TRIFUNAC MD.1970; DISSERT. ABSTR. INTERNATION., B; USA; 1970(1), VOL. 30, NUM. 0007Miscellaneous

A NOTE ON THE RANGE OF PEAK AMPLITUDES OF RECORDED ACCELERATIONS, VELOCITIES AND DISPLACEMENTS WITH RESPECT TO THE MODIFIED MERCALLI INTENSITY SCALETRIFUNAC MD.1976; EARTHQUAKE NOTES; U.S.A.; DA. 1976; VOL. 47; NO 1; PP. 9-24; BIBL. 8 REF.Article

SCATTERING OF PLANE SH WAVES BY A SEMI-CYLINDRICAL CANYONTRIFUNAC MD.1973; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1973; VOL. 1; NO 3; PP. 267-281; BIBL. 18REF.Serial Issue

PRELIMINARY EMPIRICAL MODEL FOR SCALING FOURIER AMPLITUDE SPECTRA OF STRONG GROUND ACCELERATION IN TERMS OF MODIFIED MERCALLI INTENSITY AND RECORDING SITE CONDITIONSTRIFUNAC MD.1979; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1979; VOL. 7; NO 1; PP. 63-74; BIBL. 13 REF.Article

CHARACTERIZATION OF RESPONSE SPECTRA BY PARAMETERS GOVERNING THE GROSS NATURE OF EARTHQUAKE SOURCE MECHANISMS.TRIFUNAC MD.1974; IN: PROC. 5TH WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 1, P. 701 A 705Miscellaneous

COMPARISONS BETWEEN AMBIENT AND FORCED VIBRATION EXPERIMENTSTRIFUNAC MD.1972; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1972; VOL. 1; NO 2; PP. 133-150; BIBL. 1 P.Serial Issue

UNIFORM RISK FUNCTIONALS FOR CHARACTERIZATION OF STRONG EARTHQUAKE GROUND MOTION.ANDERSON JG; TRIFUNAC MD.1978; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1978; VOL. 68; NO 1; PP. 205-218; BIBL. 19 REF.Article

TWO-DIMENSIONAL, ANTIPLANE, BUILDING-SOIL-BUILDING INTERACTION FOR TWO OR MORE BUILDINGS AND FOR INCIDENT PLANE SH WAVES.WONG HL; TRIFUNAC MD.1975; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1975; VOL. 65; NO 6; PP. 1863-1885; BIBL. 12 REF.Article

PARKFIELD, CALIFORNIA, EARTHQUAKE DE JUNE 27, 1966: A THREE-DIMENSIONAL MOVING DISLOCATION.TRIFUNAC MD; UDWADIA FE.1974; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1974; VOL. 64; NO 3 PART. 1; PP. 511-533; BIBL. 1 P. 1/2Article

SURFACE MOTION OF A SEMI-ELLIPTICAL ALLUVIAL VALLEY FOR INCIDENT PLANE SH WAVES.WONG HL; TRIFUNAC MD.1974; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1974; VOL. 64; NO 5; PP. 1389-1408; BIBL. 16 REF.Article

TIME AND AMPLITUDE DEPENDENT RESPONSE OF STRUCTURESUDWADIA FE; TRIFUNAC MD.1974; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1974; VOL. 2; NO 4; PP. 359-378; BIBL. 26 REF.Article

ON THE CORRELATION OF SEISMIC INTENSITY SCALES WITH THE PEAKS OF RECORDED STRONG GROUND MOTION.TRIFUNAC MD; BRADY AG.1975; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1975; VOL. 65; NO 1; PP. 139-162; BIBL. 1 P. 1/2Article

A NOTE ON THE ACCURACY OF COMPUTED GROUND DISPLACEMENTS FROM STRONG-MOTION ACCELEROGRAMS.TRIFUNAC MD; LEE VW.1974; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1974; VOL. 64; NO 4; PP. 1209-1219; BIBL. 11 REF.; 7 ILL.Article

STUDIES OF STRONG EARTHQUAKE MOTIONS AND MICROTREMOR PROCESSESUDWADIA FE; TRIFUNAC MD.sdIN: INT. CONF. MICROZONATION SAFER CONSTR., RES. APPL. SEATTLE, WASH., U.S.A., 1972. PROC.,; S.L.; DA. S.D.; VOL. 1; PP. 319-334; BIBL. 1P.1/2Conference Paper

GENERATION OF ARTIFICIAL STRONG MOTION ACCELEROGRAMS = GENERATION D'ACCELEROGRAMMES DE MOUVEMENT FORT ARTIFICIELWONG HL; TRIFUNAC MD.1979; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1979; VOL. 7; NO 6; PP. 509-527; BIBL. 37 REF.Article

A NOTE ON PROBABILISTIC COMPUTATION OF EARTHQUAKE RESPONSE SPECTRUM AMPLITUDESANDERSON JG; TRIFUNAC MD.1978; NUCL. ENGNG DESIGN; NLD; DA. 1978-1979; VOL. 51; NO 2; PP. 285-294; BIBL. 18 REF.Article

CORRELATIONS OF PEAK ACCELERATION, VELOCITY AND DISPLACEMENT WITH EARTHQUAKE MAGNITUDE, DISTANCE AND SITE CONDITIONS.TRIFUNAC MD; BRADY AG.1976; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1976; VOL. 4; NO 5; PP. 455-471; BIBL. 29 REF.Article

BODY WAVE EXCITATION OF EMBEDDED HEMISPHERE = EXCITATION PAR DES ONDES TRIDIMENSIONNELLES D'UN CORPS HEMISPHERIQUE NOYELEE VW; TRIFUNAC MD.1982; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO 3; PP. 546-563; BIBL. 13 REF.Article

DISTRIBUTION OF PEAKS IN LINEAR EARTHQUAKE RESPONSE = DISTRIBUTION DES PICS DU SPECTRE DE REPONSE D'UNE STRUCTURE LINEAIRE A UNE SECOUSSE SISMIQUEAMINI A; TRIFUNAC MD.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1981; VOL. 107; EMI; PP. 207-227; BIBL. 6 REF.Article

RESPONSE OF LAYER TO STRIKE-SLIP VERTICAL FAULT = REPONSE DYNAMIQUE D'UNE COUCHE A UN GLISSEMENT VERTICALDRAVINSKI M; TRIFUNAC MD.1980; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1980; VOL. 106; NO 4; PP. 609-621; BIBL. 5 REF.Article

ON CORRELATION OF SEISMOSCOPE RESPONSE WITH EARTHQUAKE MAGNITUDE AND MODIFIED ANERCALLI INTENSITY.TRIFUNAC MD; BRADY AG.1975; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1975; VOL. 65; NO 2; PP. 307-321; BIBL. 23 REF.Article

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