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STOCHASTIC RESPONSE OF STRUCTURES TO EARTHQUAKE EXCITATIONSPENZIEN J.1974; IN: ENG. SEISMOL. EARTHQUAKE ENG. PROC. ADV. STUDY INST.; IZMIR, TURK.; 1973; LEIDEN; NOORDHOFF; DA. 1974; PP. 247-266; BIBL. 9 REF.Conference Paper

LE TASSOMETRE A REPERES MAGNETIQUES1974; CHANTIERS DE FRANCE; FR.; DA. 1974; NO 75; PP. 17Article

RECHERCHES SUR LES CAUSES DES DEFORMATIONS DES STRUCTURES DES BATIMENTS D'UNE GRANDE USINE DE PRODUITS CERAMIQUES PAR SUITE DE PHENOMENES GEOLOGIQUES ET GEOTECHNIQUES COMPLEXESSILION T; BOTI N.1974; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1974; VOL. 20; NO 3-4; PP. 47-53; H.T. 1; ABS. ALLEM.; BIBL. 2REF.; 1 ILL.Article

EXPLOSION-INDUCED MOTION ALONG A NONRADIAL JOINTHEARST JR.1974; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1974; VOL. 11; NO 8; PP. 337-338; BIBL. 1 REF.; 6 ILL.Article

FUNDAMENTALS OF DYNAMIC EARTHQUAKE RESPONSE ANALYSISSOLNES J.1974; IN: ENG. SEISMOL. EARTHQUAKE ENG. PROC. ADV. STUDY INST.; IZMIR, TURK.; 1973; LEIDEN; NOORDHOFF; DA. 1974; PP. 179-202; BIBL. 1 P. 1/2Conference Paper

DEVELOPMENT OF THE MUTUAL INDUCTANCE PARTICLE VELOCIMETERRENICK JD; FROULA NH; STRETANSKI ED et al.1975; IN: INSTRUM. AEROSP. IND. XXI. ADV. TEST MEAS. XII. PROC. 21 ST. INT. INSTRUM. SYMP.; PHILADELPHIA, PA.; 1975; PITTSBURGH, PA.; INSTRUM. SOC. AM.; DA. 1975; PP. 361-373; BIBL. 10REF.Conference Paper

INSTRUMENTATION AND MONITORINGHUDSON JA; PRIEST SD.1975; TUNNELS AND TUNNELLG; G.B.; DA. 1975; VOL. 7; NO 5; PP. 64-70Article

SOIL MOTION COMPUTATIONS BY CHARACTERISTICS METHODSTREETER VL; WYLIE EB; RICHART FE JR et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 3; PP. 247-263; BIBL. 16 REF.; 12 ILL.Article

MOEGLICHKEIT DER ANWENDUNG DER METHODE FINITER ELEMENTE ZUR ANALYTISCHEN UNTERSUCHUNG DES BEWEGUNGSFELDES IM HANGENDEN ABGEBAUTER LAGERSTAETTEN = POSSIBILITE D'EMPLOI DE LA METHODE DES ELEMENTS FINIS POUR L'ETUDE ANALYTIQUE DU CHAMP DE MOUVEMENT DE LA SERIE DES COUCHES DES REGIONS ABATTUESGAJARI G.1973; PUBL. HUNGAR. MING RES. INST.; HUNGARY; DA. 1973; NO 16; PP. 9-12; ABS. ANGL. FR. RUSSE; BIBL. 6 REF.; 3 ILL.Article

GROUND-MOTION MODELLING AT REGIONAL DISTANCES FOR EARTHQUAKES IN A CONTINENTAL INTERIOR. I. THEORY AND OBSERVATIONS. II. EFFECT OF FOCAL DEPTH, AZIMUTH AND ATTENUATIONHERRMANN RB; NOTTLI OW.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 4; NO 1; PP. 49-72; BIBL. 25 REF.Article

EVALUATION OF EARTHQUAKE GROUND-MOTION CHARACTERISTICS AT NUCLEAR PLANT SITESWERNER SD.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 462-473; BIBL. 19 REF.Conference Proceedings

FIELD MEASUREMENT OF RELATIVE GROUND DISPLACEMENTDONOVAN NC; DEGENKOLB HJ.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 10-16; BIBL. 3 REF.Conference Paper

SPECIFYING EARTHQUAKE MOTIONS IN ENGINEERING DESIGN = SPECIFICATION DES MOUVEMENTS SISMIQUES DANS LA CONCEPTION TECHNIQUEKRINITZSKY EL; MARCUSON WF.1982; CONFERENCE ON SOIL DYNAMICS AND EARTHQUAKE ENGINEERING/1982/SOUTHAMPTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 587-603; BIBL. 2 P.; ILL.Conference Paper

PROBLEME DU RISQUE TECHNIQUE DANS LES CONSTRUCTIONS RESISTANTS AU SEISMEGOL'DENBLAT II; POLYAKOV SV.1975; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1975; NO 6; PP. 41-44Article

DYNAMIC BEHAVIOUR OF DAM-RESERVOIR SYSTEMS = COMPORTEMENT DYNAMIQUE DES SYSTEMES DE RESERVOIRS DE BARRAGERAJENDRAN P.1980; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JPN; DA. 1980; VOL. 16; PP. 251-268; BIBL. 14 REF.; 4 TAB. ; ILL./TABL.Article

CHARACTERISTICS OF 3-DIMENSIONAL EARTHQUAKE GROUND MOTIONS = CARACTERISTIQUES DES MOUVEMENTS TRIDIMENSIONNELS DU SOL DUS A UN SEISMEPENZIEN J; WATABE M.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 3; NO 4; PP. 365-373; BIBL. 3 REF.Article

DYNAMIC RESPONSE OF NONLINEAR SOIL-STRUCTURE SYSTEMS = REPONSE DYNAMIQUE DE SYSTEME NON LINEAIRE SOL-STRUCTUREINOUE Y; KAWANO M; MAEDA Y et al.1974; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1974; VOL. 24; NO 1191-1229; PP. 803-825; BIBL. 15REF.Article

A THEORETICAL EVALUATION OF DESIGN GROUND SEISMIC MOTIONS FOR PIPELINES IN THE YUKON TERRITORY AND MACKENZIE VALLEYHASEGAWA HS.1974; PUBL. EARTH PHYS. BRANCH; CANADA; DA. 1974; VOL. 44; NO 12; PP. 261-271; ABS. FR.; BIBL. 28 REF.Article

DYNAMIC RESPONSE OF APPENDAGES = REPONSE DYNAMIQUE DES DEPENDANCES DE BATIMENTSORTIZ SC.1980; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JPN; DA. 1980; VOL. 16; PP. 147-157; BIBL. 3 REF.; ILL.Article

SIMULATION OF 3-DIMENSIONAL EARTHQUAKE GROUND MOTIONS.PENZIEN J; WATABE M.1974; BULL. INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1974; VOL. 12; PP. 103-115; BIBL. 2 REF.Article

USE OF AFTERSHOCK GROUND MOTION DATA IN EARTHQUAKE ENGINEERINGHAYS WW; ALGERMISSEN ST; DUKE CM et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 60-69; BIBL. 1 P.Conference Paper

A DETERMINISTIC APPROACH TO THE PREDICTION OF FREE FIELD GROUND MOTION AND RESPONSE SPECTRA FROM STICK-SLIP EARTHQUAKESCHERRY JT; HALDA EJ; HAMILTON KG et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 1-9; BIBL. 9REF.Conference Paper

TRANSPORT TUNNELS IN URBAN AREASO'REILLY MP.1976; HIGHWAY ENGR; G.B.; DA. 1976; VOL. 23; NO 1; PP. 12-21; BIBL. 24REF.Article

CONTRIBUTION A L'ANALYSE VISCO-ELASTIQUE DES TUNNELS FORES: EXEMPLE DU TUNNEL SOUS LA MANCHEFAUCHART J; HUEBER J.1975; CAH. GR. FR. RHEOL.; FR.; DA. 1975; VOL. 3; NO 5; PP. 189-210; ABS. ANGLArticle

Ground motionCROUSE, C. B.Earthquake spectra. 2006, pp 27-30, issn 8755-2930, 4 p., NSArticle

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