SEISMIC BUILDING CODES FOR THE CITY OF LOS ANGELES, CALIFORNIA. A BRIEF CASE STUDY.SOLOMON KENNETH A; OKRENT DAVID.1977; ; USA; SANTA MONICA CA: RAND; DA. 1977; RAND-P-6018; VI-33 P.; 28 CMReport

BAUGEOLOGISCHE ERKENNTNISSE IM ERDBEBENGEBIET VON KORINTH/GRIECHENLAND. = EXPERIENCES DE GEOMECANIQUE DANS LA REGION SISMIQUE DE CORINTHE (GRECE)GARAGOUNIS CN.1977; ROCK MECH.; AUSTR.; DA. 1977; VOL. 9; NO 4; PP. 183-188; ABS. ANGL. FR.; BIBL. 8 REF.Article

DU DEVELOPPEMENT DES NORMES DE PROJETS POUR LES REGIONS SISMIQUESMARTEM'YANOV AI; BOBROV FV.1977; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1977; NO 5; PP. 76-78; BIBL. 2 REF.Article

MAJOR RESTORATION FOR CALIFORNIA'S CAPITOL.SILVERI P.1977; INDUSTR. DIAM. REV.; G.B.; DA. 1977-09; PP. 310-311Article

QUELQUES PROBLEMES DE RISQUE SISMIQUE, APPLIQUES AUX BATIMENTS ET OUVRAGES RURAUXMARTEM'YANOV AI.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 5; PP. 55-60; BIBL. 9 REF.Article

IMPIANTI ED EDILIZIA IN ZONA SISMICA. = INSTALLATIONS ET BATIMENTS EN ZONES SISMIQUES1977; INSTALLATORE ITAL.; ITAL.; DA. 1977; VOL. 28; NO 3; PP. 201-240; ABS. ANGL. ALLEM. FR.Article

METHODE DE CALCUL DYNAMIQUE DES BARRAGES A FENTES HORIZONTALESTUROV VP.1976; GIDROMEKHANIKA, U.S.S.R.; S.S.S.R.; DA. 1976; NO 33; PP. 97-101; BIBL. 2 REF.Article

ETUDES DES BATIMENTS A CEINTURE GLISSANTE SISMO-ISOLANTEPOLYAKOV SV; KILIMNIK L SH; SOLDATOVA LL et al.1982; STROIT. MEH. RASCET SOORUZ.; ISSN 509078; SUN; DA. 1982; NO 4; PP. 47-51; BIBL. 6 REF.Article

SEISMIC EXCITATION WITH LARGE OVERTURNING MOMENTS: TENSILE CAPACITY, PROJECTING BASE MAT OR LIFTING-OFF.WOLF JP; SKRIKERUD PE.1978; NUCL. ENGNG DESIGN; NLD; DA. 1978; VOL. 50; NO 2; PP. 305-321; BIBL. 14 REF.Article

EVALUATION DE LA RESISTANCE SISMIQUE DES BATIMENTS AVEC COUVERTURE SUSPENDUE ET DES NOEUDS A FROTTEMENT SECGRIGOR'EVA II.1982; STROIT. MEH. RASCET. SOORUZ.; ISSN 509078; SUN; DA. 1982; NO 6; PP. 51-56; BIBL. 7 REF.Article

ZASADY HODNOCENI SEIZMICKE ODOLNOSTI STAVEBNICH KONSTRUKCI = PRINCIPE D'EVALUATION DE LA RESISTANCE SISMIQUE DES STRUCTURES DE BATIMENTMAKOVICKA D.1981; INZ. STARBY; ISSN 0021-0277; CSK; DA. 1981; VOL. 29; NO 4; PP. 162-165; BIBL. 8 REF.Article

TOITURE PLISSEE ALLEGEE DES BATIMENTS INDUSTRIELS SANS ETAGESBEREZOV VN; MELAMED EH SH.1977; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1977; NO 4; PP. 47-49; BIBL. 4 REF.Article

HYDRAULIC FILL DAMS/EARTHQUAKE STABILITY.HEINZ RA.1976; CIV. ENGNG; U.S.A.; DA. 1976; VOL. 46; NO 5; PP. 55-60Article

EARTHQUAKE RESISTANCE OF MASONRY BUILDINGS = RESISTANCE AU SEISME DES CONSTRUCTIONS EN MACONNERIESHANTI MALLA.1981; BULL. INT. INST. SEISMOL. EARTHQU. ENG.; ISSN 0074-655X; JPN; DA. 1981; VOL. 19; PP. 129-153; BIBL. 8 REF.Article

L'ACIER DANS LA CONSTRUCTION PARASISMIQUE = STEEL IN PARASEISMIC CONSTRUCTIONPLUMIER A.1981; ACIER STAHL STEEL; ISSN 0375-832X; FRA; DA. 1981; VOL. 46; NO 4; PP. 142-148; BIBL. 5 REF.; IDEM GER ENGArticle

VERFAHREN ZUR AUSLEGUNG VON KERNKRAFTWERKEN GEGEN ERDBEBEN UND MOEGLICHKEITEN ZUR NUTZUNG DIESER ERFAHRUNGEN IM ALLGEMEINEN ANLAGENBAU = METHODES DE CONCEPTION DE CENTRALES NUCLEAIRE POUR LES PROTEGER CONTRE LES TREMBLEMENTS DE TERRE ET POSSIBILITES D'UTILISER CETTE EXPERIENCE POUR LES AUTRES TYPES DE CONSTRUCTIONJEHLICKA P.1978; V.D.I. BER.; DEU; DA. 1978; NO 320; PP. 165-171; BIBL. 8 REF.Article

SEISMIC RETROFITTING FOR HIGHWAY BRIDGES.LONGINOW A; ROBINSON RR; CHU KH et al.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 37-50; BIBL. 4 REF.Conference Paper

AN EARTHQUAKE ISOLATION SYSTEM FOR STEAM GENERATORS IN NUCLEAR POWER PLANTSBHATTI MA; CIAMPI V; KELLY JM et al.1982; NUCLEAR ENGINEERING AND DESIGN; ISSN 0029-5493; NLD; DA. 1982; VOL. 73; NO 3; PP. 229-252; BIBL. 12 REF.Article

RESEARCH NEEDS ASSOCIATED WITH SEISMIC LOAD ON NUCLEAR POWER PLANTSSTEVENSON JD.1978; NUCL. ENGNG DESIGN; NLD; DA. 1978; VOL. 50; NO 1; PP. 63-70; BIBL. 17 REF.Article

BANCO CENTRAL DE NICARAGUA: A CASE HISTORY OF A HIGH-RISE BUILDING THAT SURVIVED SURFACE FAULT RUPTURE.NICCUM MR; CLUFF LS; CHAMORRO F et al.sdIN: ANNU. ENG. GEOL. SOILS ENG. SYMP. 14. PROC.; BOISE, IDAHO; 1976; S.L.; DA. S.D.; PP. 133-144; BIBL. 7 REF.Conference Paper

ARCHITECTURE EN AMERIQUE LATINE1981; TECH. ET ARCHIT.; FRA; DA. 1981; NO 334; PP. 28-141Article

SEISMIC QUALIFICATION OF LARGE EQUIPMENT WITH TEST-VERIFIED ANALYTICAL TECHNIQUES = QUALIFICATION SISMIQUE DE GRANDS EQUIPEMENTS AVEC DES TECHNIQUES ANALYTIQUES VERIFIEES PAR ESSAISWOOD CK; JENKINS JF; WALKER RM et al.1979; I.E.E.E. TRANS. POWER APPAR. SYST.; USA; DA. 1979; VOL. 98; NO 4; PP. 1326-1333; BIBL. 5 REF.Article

SEISMIC STABILITY OF HYDRAULIC FILL DAMSLEPS TM; STRASSBURGER AG; MEEHAN RL et al.1978; WAT. POWER DAM. CONSTR.; GBR; DA. 1978; VOL. 30; NO 11; PP. 43-52; BIBL. 30 REF.Article

STATE-OF-THE ART REPORT ON SEISMIC RESISTANCE OF PRESTRESSED AND PRECAST CONCRETE STRUCTURES.HAWKINS NM.1977; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1977; VOL. 22; NO 6; PP. 80-110; BIBL. 6 P.Article

LA COSTRUZIONE METALLICA NELLA EDILIZIA ANTISISMICA CIVILE E INDUSTRIALE. TAVOLA ROTONDA; UDINE; 1976. = LES ELEMENTS METALLIQUES DANS LA CONSTRUCTION ANTISISMIQUE CIVILE ET INDUSTRIELLE. TABLE RONDE; UDINE; 19761977; COSTR. METAL.; ITAL.; DA. 1977; 1 SUPPL.; PP. 1-19Conference Paper