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SPECTRES DES COMPOSANTES VERTICALES D'ACTIONS SISMIQUESMARTEM'YANOV AI; SHIROVA Z KH.1978; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1978; NO 2; PP. 67-70; BIBL. 9 REF.Article

IN SITU DYNAMIC TESTS AND SEISMIC RECORDS ON THE RHR SYSTEM BUILDING ENEL IV NUCLEAR PLANT/CAORSO (ITALY).CASTOLDI A; CASIRATI M; SCOTTO FL et al.1978; NUCL. ENGNG DESIGN; NETHERL.; DA. 1978; VOL. 45; NO 2; PP. 497-505Article

ENGINEERING CHARACTERISTICS OF EARTHQUAKE GROUND MOTIONS. = CARACTERISTIQUES TECHNOLOGIQUES DES MOUVEMENTS FONDAMENTAUX DES TREMBLEMENTS DE TERREWERNER SD.1976; NUCL. ENGNG DESIGN; NETHERL.; DA. 1976; VOL. 36; NO 3; PP. 367-395; BIBL. 2 P.Article

GEOTECHNICAL INVESTIGATIONS AT NUCLEAR POWER PLANTS SITES. = ETUDES GEOTECHNIQUES SUR LES SITES DE CENTRALES NUCLEAIRESWALDRON HH; MILLER RP; WERNER SD et al.1976; NUCL. ENGNG DESIGN; NETHERL.; DA. 1976; VOL. 36; NO 3; PP. 397-409; BIBL. 14 REF.Article

THE IDENTIFICATION OF BUILDING STRUCTURAL SYSTEMS. I. THE LINEAR CASE.UDWADIA FE; MARMARELIS PZ.1976; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1976; VOL. 66; NO 1; PP. 125-151; BIBL. 14 REF.Article

CALCUL DE LA RESISTANCE AUX EFFORTS SISMIQUES DE SYSTEMES ELASTOPLASTIQUESBORODIN LA.1975; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1975; NO 3; PP. 60-62; BIBL. 5 REF.Article

NOTES ON ENGINEERING SEISMOLOGY.AMBRASEYS NN.1974; IN: ENG. SEISMOL. EARTHQUAKE ENG. PROC. ADV. STUDY INST.; IZMIR, TURK.; 1973; LEIDEN; NOORDHOFF; DA. 1974; PP. 33-54; BIBL. 4 P.Conference Paper

ANALYSIS OF BUILDINGS ON ELASTIC MEDIUM UNDER DYNAMIC OR SEISMIC LOADS.OVUNC BA.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 639-659; BIBL. 3 P.Conference Paper

SEISMIC MODEL TEST OF THE GCFR CORE AND CORE SUPPORT STRUCTURE.PENZES LE; BEDORE RL.1978; NUCL. ENGNG DESIGN; NETHERL.; DA. 1978; VOL. 45; NO 2; PP. 471-479; BIBL. 8 REF.Article

STANDARDIZED SEISMIC DESIGN SPECTRA FOR NUCLEAR PLANT EQUIPMENT.TSAI NC; TSENG WS.1978; NUCL. ENGNG DESIGN; NETHERL.; DA. 1978; VOL. 45; NO 2; PP. 481-488; BIBL. 4 REF.Article

ORDRE D'ESTIMATION DE LA FIABILITE DES STRUCTURES SOUS CHARGES SISMIQUESISHII K.1975; ZISIN, J. SEISMOL. SOC. JAP.; JAP.; DA. 1975; VOL. 28; NO 4; PP. 483-486; BIBL. 5 REF.Article

RECHERCHES SUR LA DECROISSANCE LOGARITHMIQUE DES VIBRATIONS LIBRES D'UN SYSTEME SOL-STRUCTURESOTIROV P; BONCHEVA KH; TSENOV L et al.1975; BALG. GEOFIZ. SPIS.; BALG.; DA. 1975; VOL. 1; NO 3-4; PP. 50-60; ABS. RUSSE ANGL.; BIBL. 11 REF.Article

COMPUTER PROGRAM FOR SOLUTION OF LARGE STRUCTURES USING SMALL CAPACITY COMPUTERS.COELLO FR.1974; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1974; VOL. 10; PP. 193-209; BIBL. 2 REF.Article

SEISMIC ANALYSIS AND DESIGN OF ELECTRICAL CALBE TRAYS AND SUPPORT SYSTEMS.SHAHIN RM; MANUELYAN R; CHUNG MONG JAN et al.1978; NUCL. ENGNG DESIGN; NETHERL.; DA. 1978; VOL. 45; NO 2; PP. 515-522; BIBL. 5 REF.Article

SEISMIC TEST ON A ONE-FIFTH SCALE HTGR CORE MODEL. = ESSAI SISMIQUE SUR UN MODELE DE COEUR DE REACTEUR HTGR A ECHELLE 1/5OLSEN BE; NEYLAN AJ; GORHOLT W et al.1976; NUCL. ENGNG DESIGN; NETHERL.; DA. 1976; VOL. 36; NO 3; PP. 355-365; BIBL. 3 REF.Article

THE IDENTIFICATION OF BUILDING STRUCTURAL SYSTEMS. II. THE NONLINEAR CASE.MARMARELIS PZ; UDWADIA FE.1976; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1976; VOL. 66; NO 1; PP. 153-171; BIBL. 11 REF.Article

THE NEED FOR A SEISMIC DESIGN GUIDE.OSTROM DK.1976; J. ENVIRONMENT. SCI.; U.S.A.; DA. 1976; VOL. 19; NO 2; PP. 28-33; BIBL. 4 REF.Article

THE STUDY OF EARTHQUAKE QUESTIONS RELATED TO VETERANS ADMINISTRATION HOSPITAL FACILITIES.BOLT BA; JOHNSTON RG; LEFTER J et al.1975; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1975; VOL. 65; NO 4; PP. 937-949; BIBL. 18 REF.Article

ETUDE DES DEFORMATIONS NON ELASTIQUES DES ELEMENTS STRUCTURAUXPASKALEVA I.1975; BALG. GEOFIZ. SPIS.; BALG.; DA. 1975; VOL. 1; NO 3-4; PP. 79-86; ABS. RUSSE ANGL.; BIBL. 4 REF.Article

THEORIE GENERALE POUR LA REPONSE DES STRUCTURES A L'ACTION SISMIQUESACHANSKI S.1975; BALG. GEOFIZ. SPIS.; BALG.; DA. 1975; VOL. 1; NO 3-4; PP. 16-23; ABS. RUSSE ANGL.; BIBL. 7 REF.Article

DESIGN PROCEDURES, STRUCTURAL DYNAMICS, AND THE BEHAVIOR OF STRUCTURES IN EARTHQUAKES.BERG GV.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 70-76; BIBL. 3 REF.Conference Paper

NONSTRUCTURAL HOSPITAL SYSTEMS IN THE EARTHQUAKE ENVIRONMENT.MERZ KL.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 337-346; BIBL. 1 P. 1/2Conference Paper

BEDINGUNGEN FUER DIE ABSCHIRMUNG VON ZUFALLSCHWINGUNGEN. = CONDITIONS POUR LA PROTECTION CONTRE LES OSCILLATIONS ALEATOIRESWEIDENHAMMER F.1975; Z. ANGEW. MATH. MECH.; DTSCH.; DA. 1975; VOL. 55; NO 11; PP. 680-683; BIBL. 7 REF.Article

CHANGELENTS DES STANDARDS POUR LES PLANS ET LA CONSTRUCTION DES STRUCTURES EN ZONE SISMIQUESACHANSKI S; TSENOV L.1975; BALG. GEOFIZ. SPIS.; BALG.; DA. 1975; VOL. 1; NO 3-4; PP. 87-93; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

DETERMINATION DE L'INTENSITE SISMIQUE EN TENANT COMPTE DE LA PROFONDEUR DE LA BASE DES FONDATIONS DES STRUCTURESKATS AZ.1975; VOPR. INZHENER. SEJSMOL.; S.S.S.R.; DA. 1975; NO 17; PP. 34-38; BIBL. 8 REF.Article

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