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THE USE OF STATIONARY RANDOM PROCESS ANALYSIS IN THE PREDICTION OF THE EARTHQUAKE RESPONSE OF STRUCTURES = L'UTILISATION DE L'ANALYSE PAR PROCESSUS ALEATOIRE STATIONNAIRE DANS LA PREVISION DE LA REACTION SISMIQUE DES STRUCTURESROBSON JD.1972; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1972; VOL. 18; NO 1-2; PP. 1-6; BIBL. 4 REF.Serial Issue

RESEARCH NOTE: MODAL RESPONSE TO A SPECIFIED TRANSCIENT ACCELERATIONMAHALINGAM S; BISHOP RED.1973; J. MECH. ENGNG SCI.; G.B.; DA. 1973; VOL. 15; NO 2; PP. 157-158; BIBL. 4 REF.Serial Issue

DYNAMIC BEHAVIOUR OF CONCRETE GRAVITY DAMS DURING EARTHQUAKES.ALARCON PN.1975; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1975; VOL. 11; PP. 192-206; BIBL. 9 REF.Article

DYNAMIC ANALYSIS OF A GRAVITY DAM PROFILE INCLUDING OBSERVATIONS ON ITS DYNAMIC BEHAIROR.BUCH DT.1975; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKES ENGNG; JAP.; DA. 1975; VOL. 11; PP. 171-191; BIBL. 10 REF.Article

MANAGUA EARTHQUAKE. SOME LESSONS IN DESIGN AND MANAGEMENTHAZEN R.1975; J., AMER. WAT. WORKS ASS.; U.S.A.; DA. 1975; VOL. 67; NO 6; PP. 324-326Article

SEQUENTIAL IDENTIFICATION OF HYSTERETIC AND VISCOUS MODELS IN STRUCTURAL SEISMIC DYNAMICSDISTEFANO N; RATH A.1975; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1975; VOL. 6; NO 2; PP. 219-232; BIBL. 5REF.Article

TESTING CALIFORNIA DAMS FOR EARTHQUAKE RESISTANCE1975; INDUSTR. DIAM. REV.; G.B.; DA. 1975; PP. 163-164Article

VERS LA DETERMINATION DES FREQUENCES DES VIBRATIONS PROPRES DES COQUES A FAIBLE COURBUREZHIV AS; AVERKOVA LI; SARSENOVA ZI et al.1975; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1975; NO 4; PP. 66-68; BIBL. 5REF.Article

INELASTIC STRUCTURAL RESPONSE TO 2D GROUND MOTIONPECKNOLD DA.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 949-963; BIBL. 18 REF.Article

DYNAMICAL STUDY OF SOME MECHANICAL SPACE-STRUCTURES, BY MEANS OF ELECTRICAL ANALOGYCROITORU D; LUCA E.1973; BUL. INST. POLITEH., IASI, 5; ROMAN.; DA. 1973; VOL. 19; NO 3-4; PP. 23-34; ABS. ROUM.; BIBL. 4 REF.Article

EARTHQUARKE RESPONSE OF NON-SYMMETRIC MULTI-STOREY STRUCTURESMENDELSON E; BARUCH M.1973; STRUCT. ENGR.; G.B.; DA. 1973; VOL. 51; NO 2; PP. 61-70; BIBL. 31 REF.Serial Issue

OSCILLATIONS OF A TALL BUILDING, DUE TO OUT OF PHASE SEISMIC MOTIONS ALONG ITS FOUNDATIONSCASTELLANI A.1973; IST. SCI. TEC. COSTRUZ. POLITEC. MILANO, PUBBL.; ITAL.; DA. 1973; NO 617; PP. 51-63; BIBL. 12 REF.; (ITAL. NAT. CONF. TALL BUILD.; SORRENTO; 1973)Conference Paper

SYSTEMS ASPECTS OF SEISMIC DESIGN FOR NUCLEAR PLANTSSHARPE RL.1973; PROC. AMER. SOC. CIV. ENGRS, J. POWER DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 175-192; BIBL. 15 REF.Serial Issue

A METHOD TO FIND OUT THE DUCTILITY FACTOR USING AN EQUIVALENT LINEAR SYSTEM = METHODE POUR TROUVER LE FACTEUR DE DUCTILITE EN UTILISANT UN SYSTEME LINEAIRE EQUIVALENTMELTZER HL; SAKAMOTO I.1972; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1972; VOL. 8; PP. 118-129; BIBL. 4 REF.Serial Issue

ITA/AITES. SEISMIC EFFECTS ON UNDERGROUND STRUCTURES = ITA/AITES. EFFETS SISMIQUES SUR DES STRUCTURES SOUTERRAINES1980; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1980; VOL. 12; NO 11; PP. 12; BIBL. 1 REF.Article

RATIONAL AND ECONOMICAL MULTICOMPONENT SEISMIC DESIGN OF PIPING SYSTEM.GUPTA AK.1978; J. PRESS. VESSEL TECHNOL.; USA; DA. 1978; VOL. 100; NO 4; PP. 425-427; BIBL. 6 REF.Article

RESONANT PERIOD EFFECTS IN THE GEDIZ, TURKEY EARTHQUAKE OF 1970.TEZCAN SS; SEED HB; WHITMAN RV et al.1977; INTERNATION. J. EARTQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 2; PP. 157-179; BIBL. 1 P.Article

CALCUL DES SYSTEMES SUSPENDUS SOUMIS A DES SECOUSSES SISMIQUESPETROV AA; EFREMOV MM.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 2; PP. 61-64; BIBL. 5REF.Article

DAMPED EARTHQUAKE RESPONSE OF NON-SYMMETRIC MULTI-STOREY STRUCTURESMENDELSON E; BARUCH M.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 4; PP. 165-171; BIBL. 25 REF.Article

STABILITY OF COLUMNS SUBJECTED TO EARTHQUAKE SUPPORT MOTION = STABILITE DE POTEAUX SOUMIS A UN MOUVEMENT DU SUPPORT DU A UN SEISMEMOSTAGHEL N.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 3; NO 4; PP. 347-352; BIBL. 12 REF.Article

SPECIFICATION DES CHARGES SISMIQUES POUR LE CALCUL DES ENVELOPPES A GRANDE TRAVEEISKHAKOV YA SH.1974; DOKL. AKAD. NAUK TADZHIK. S.S.R.; S.S.S.R.; DA. 1974; VOL. 17; NO 8; PP. 70-74; ABS. TADJ.; BIBL. 8 REF.Article

ASEISMIC STRENGTH OF KOLKEWADI DAMSAINI SS; JAI KRISHNA; CHANDRASEKARAN AR et al.1973; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1973; VOL. 1; NO 3; PP. 225-240; BIBL. 14 REF.Serial Issue

BEHAVIOUR OF SUBAQUEOUS TUNNELS DURING EARTHQUAKESOKAMOTO S; TAMURA C.1973; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1973; VOL. 1; NO 3; PP. 253-266; BIBL. 3 REF.Serial Issue

ETUDE SISMIQUE DU RESERVOIR SURELEVE D'ALTO RODESRAVARA A.1972; LAB. NACION. ENGRIA CIV., MEM.; PORTUG.; DA. 1972; NO 412; PP. 1-18; ABS. PORT. ANGLSerial Issue

ANALYSIS OF MULTISTORY BUILDINGS WITH SHEAR WALLS AND FRAMES = ANALYSE DE BATIMENTS A PLUSIEURS ETAGES AVEC MUR DE REFEND ET OSSATUREVILLAVERDE R.1972; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1972; VOL. 8; PP. 249-263; BIBL. 10 REF.Serial Issue

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