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Results 1 to 25 of 1179

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MATCHED FILTERING FOR THE SEISMIC MOMENT TENSOR.BULAND R; GILBERT F.1976; GEOPHYS. RES. LETTERS; U.S.A.; DA. 1976; VOL. 3; NO 3; PP. 205-206; BIBL. 4 REF.Article

REPRESENTING AND SIMULATING STRONG GROUND MOTIONJURKEVICS A; ULRYCH TJ.1978; BULL. SEISMOL. SOC. AMER.; USA; DA. 1978; VOL. 68; NO 3; PP. 781-801; BIBL. 13 REF.Article

A GENERALIZED STRONG-MOTION ACCELEROGRAM BASED ON SPECTRAL MAXIMIZATION FROM TWO HORIZONTAL COMPONENTS.SHOJA TAHERI J; BOLT BA.1977; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1977; VOL. 67; NO 3; PP. 863-876; BIBL. 13 REF.Article

ENREGISTREMENT DES DEPLACEMENTS, DES VITESSES ET DES ACCELERATIONS ET FORME DE REPRESENTATION DES ENREGISTREMENTS DES SEISMES INTENSES PROCHESGRAJZER VM; PLETNEV KG; FREMD VM et al.1978; IZVEST. AKAD. NAUK S.S.S.R., FIZ. ZEMLI; S.S.S.R.; DA. 1978; NO 3; PP. 87-91; BIBL. 9 REF.Article

GEOPHYSICAL ASSESSMENT OF PEAK ACCELERATIONS.HANKS TC; JOHNSON DA.1976; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1976; VOL. 66; NO 3; PP. 959-968; BIBL. 16 REF.Article

EARTHQUAKE INSTRUMENTATION FOR NUCLEAR FACILITIES.PAULY SE.1974; NUCL. ENGNG DESIGN; NETHERL.; DA. 1974; VOL. 27; NO 3; PP. 359-371; BIBL. 25 REF.Article

GENERATION OF SPECTRUM COMPATIBLE ACCELEROGRAMSNARAYANA IYENGAR R; NARASIMHA RAO P.1979; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1979; VOL. 7; NO 3; PP. 253-263; BIBL. 14 REF.Article

STATISTICAL UNCERTAINTY OF DESIGN BASED ON SMOOTHED RESPONSE SPECTRA.DONOVAN NC; VALERA JE; BERESFORD PJ et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 53-59; BIBL. 9 REF.Conference Paper

DYNAMIC CHARACTERISTICS OF GROUND MOTIONS DUE TO BLASTINGMEDEARIS K.1979; BULL. SEISMOL. SOC. AMER.; USA; DA. 1979; VOL. 69; NO 2; PP. 627-639; BIBL. 7 REF.Article

ANALYSIS OF STRONG-MOTION ACCELEROGRAMS.TAKADA S; KOMATSU A.1974; BULL. DISASTER PREVENT. RES. INST.; JAP.; DA. 1974; VOL. 24; NO 3; PP. 147-203; BIBL. 10 REF.Article

ON THE RECONSTRUCTION OF THE TRUE GROUND MOTION FROM EARTHQUAKE RECORDS.SAVARENSKIY EF; SADIKOV FS; KOSAREV GL et al.1977; BEITR. (GERLANDS) GEOPHYS.; DTSCH.; DA. 1977; VOL. 86; NO 3; PP. 235-242; ABS. ALLEM. RUSSE; BIBL. 11 REF.Article

EVOLUTIONARY SPECTRA OF SEISMOGRAM BY MULTIFILTER.KAMEDA H.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 6; PP. 787-801; BIBL. 1 P. 1/2Article

A T PHASE RECORDED ON AN ACCELEROGRAM.GALANOPOULOS AG; DRAKOPOULOS JC.1974; BULL. SEISMOL. SOC. AMER.; U.S..A.; DA. 1974; VOL. 64; NO 3 PART. 1; PP. 717-719; BIBL. 6 REF.Article

ANALYSE SPECTRALE DES ACCELEROGRAMMES DE SEISMES BASEE SUR LE PROCESSUS SEMI-STATIONNAIREYOSHIDA M; ISHIDA K.1972; ZISIN, J. SEISMOL. SOC. JAP.; JAP.; DA. 1972; VOL. 25; NO 1; PP. 56-66; ABS. ANGL.; BIBL. 7REF.Serial Issue

Rocking strong earthquake accelerations = Accélérations de rotation pour de forts tremblements de terreLEE, V. W; TRIFUNAC, M. D.Soil dynamics and earthquake engineering (1984). 1987, Vol 6, Num 2, pp 75-89, issn 0267-7261Article

ACCELERATION HAZARD MAP SENSIVITY TO IMPUT SEISMIC PARAMETERSPERKINS DM.1978; BOLL. GEOFIS. TEOR. APPL.; ITA; DA. 1978; VOL. 20; NO 78; PP. 188-196; ABS. ITA; BIBL. 4 REF.Article

AUTOREGRESSIVE PARAMETERS FOR A SUITE OF STRONG-MOTION ACCELEROGRAMSJURKEVICS A; ULRYCH TJ.1979; BULL. SEISMOL. SOC. AMER.; USA; DA. 1979; VOL. 69; NO 6; PP. 2025-2036; BIBL. 15 REF.Article

STRONG-MOTION INSTRUMENTAL RECORDS OF THE MANAGUA EARTHQUAKE OF DECEMBER 23, 1972.KNUDSON CF; PEREZ V; MATTHIESEN RB et al.1974; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1974; VOL. 64; NO 4; PP. 1049-1067; BIBL. 14 REF.; 13 ILL.Article

ANALYSIS OF ERRORS IN DIGITIZED STRONG-MOTION ACCELEROGRAMSTRIFUNAC MD; UDWADIA FE; BRADY AG et al.1973; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1973; VOL. 63; NO 1; PP. 157-187; BIBL. 18REF.Serial Issue

INFLUENZA DEI DEPOSITI SUPERFICIALI SULLE CARATTERISTICHE DEL TERREMOTO DI PROGETTO = INFLUENCE DES DEPOTS SUPERFICIELS SUR LES CARACTERISTIQUES DU TREMBLEMENT DE TERRE SIMULEOTTAVIANI M; BERSANI A.1979; INGOGNERE; ITA; DA. 1979; VOL. 54; NO 7-8; PP. 367-373; BIBL. 6 REF.Article

ON THE CORRELATION OF PEAK ACCELERATION OF STRONG MOTION WITH EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE AND SITE CONDITIONS.TRIFUNAC MD; BRADY AG.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 43-52; BIBL. 1 P. 1/2Conference Paper

The San Salvador earthquake of October 10, 1986: Processed strong motion data = Tremblement de terre de San Salvador le 10 octobre 1986. Traitement des données de mouvement fortSHAKAL, A. F; HUANG, M.-J; LINARES, R et al.Earthquake spectra. 1987, Vol 3, Num 3, pp 465-481, issn 8755-2930Article

SITE-DEPENDENT SPECTRA FOR EARTHQUAKE-RESISTANT DESIGN.SEED HB; UGAS C; LYSMER J et al.1976; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1976; VOL. 66; NO 1; PP. 221-243; BIBL. 9 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

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