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LA REGLEMENTATION FRANCAISE EN MATIERE D'INSPECTION ET SURVEILLANCE DES BARRAGESCARLIER M.1974; TRAVAUX; FR.; DA. 1974; NO 476; PP. 12-19; ABS. ANGL. ESPArticle

ESTUDO DE UMA BARRAGEUR DE ABOBADAS MULTIPLAS PELO METODO DOS ELEMENTOS FINITOS. = ETUDE D'UN BARRAGE A VOUTE MULTIPLE PAR LA METHODE DES ELEMENTS FINISMEXIA HEITOR A; DEDRO JO.1977; LAB. NACION. ENGRIA CIV., MEM.; PORTUG.; DA. 1977; NO 484; PP. 3-18; ABS. ANGL.; BIBL. 3 REF.Serial Issue

OBSERVATIONS EXTENSOMETRIQUES SUR DES OEUVRES EN BETON DE GRANDE EPAISSEUR (BARRAGE DE PLACE MOULIN)GOFFI L.sdIN: STRUCT. BETON SOUMISES CONTRAINTES TRIAXIALES. SEMIN.; BERGAME; 1974; ZUERICH; ASSOC. INT. PONTS CHARPENTES; DA. S. D; PP. (12P.); ABS. ANGL. ALLEM.Conference Paper

DYNAMIC ANALYSIS OF AN ARCH DAM SUBJECT TO FORCED VIBRATIONS.PRISCU R; POPOVICI A; STEMATIU D et al.1976; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROUMAN.; DA. 1976; VOL. 21; NO 2; PP. 309-317; BIBL. 7 REF.Article

LES COFFRAGES-BARRAGES DOKA SUR LES CHANTIERS DU KOLNBREINSPERRE.1976; CHANTIERS DE FR.; FR.; DA. 1976; NO 94; PP. 27-29Article

DAM DESIGN IN FRENCH PRACTICE. ILONDE P.1975; WAT. POWER DAM CONSTR.; G.B.; DA. 1975; VOL. 27; NO 10; PP. 346-355Serial Issue

FLUID-STRUCTURE INTERACTION MODELLING IN THE ASEISMIC DESIGN OF THE 226 M EL CAJON ARCH DAM = SIMULATION DE L'INTERACTION FLUIDE-STRUCTURE DANS LE CALCUL PARASISMIQUE DU BARRAGE VOUTE DE EL CAJON DE 226 MDUNGAR R.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 234-245; BIBL. 5 REF.Conference Paper

THE EVOLUTION OF THE ARCH DAM. I.SCHNITTER NJ.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 10; PP. 34-40Article

BARRAGE VOUTE A SECTION TRANSVERSALE HORIZONTALE EN FORME DE PARABOLEGANEV KH G; GRIGOROV S.1975; VOD. PROBL.; BALG.; DA. 1975; VOL. 1; NO 103-117; ABS. RUSSE ANGL.; BIBL. 5REF.Article

ARCH DAM CONSTRUCTION STRESSES DUE TO HYDROSTATIC AND GRAVITY LOADSHARTLEY GA; MCNEICE GM.1975; INST. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 223-235; BIBL. 12REF.Article

THE USE OF MODEL TESTS IN THE DETERMINATION OF THE SAFETY FACTOR IN ARCH DAMSROCHA M; FERREIRA DA SILVEIRA A; CRUZ AZEVEDO M et al.1974; LAB. NACION. ENGRIA CIV., MEM.; PORTUG.; DA. 1974; NO 433; PP. 1-17; ABS. PORT.; BIBL. 4 REF.Article

ETUDE DE LA FABRICATION DE COFFRAGES GLISSANTS PAS A PAS POUR DES SURFACES COURBES INDEVELOPPABLESPOPP V; CHIU T; MIHAESCU C et al.1972; BUL. STI. TEH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA, CONSTR.; ROMAN.; DA. 1972; VOL. 17; NO 2; PP. 243-255; ABS. RES RUSSE FRArticle

BEITRAG ZUR STATISCHEN BERECHNUNG VON GEWOELBESPERRREN NACH DEM LASTAUFTEILUNGSVERFAHREN = CONTRIBUTION AU CALCUL STATIQUE DE BARRAGE VOUTE PAR LE PROCEDE DE DISTRIBUTION DES CHARGESKETTNER R.sdIN: STRUCT. BETON SOUMISES CONTRAINTES TRIAXIALES. SEMIN.; BERGAME; 1974; ZUERICH; ASSOC. INT. PONTS CHARPENTES; DA. S. D; PP. (15P.); ABS. ANGL. FR.; BIBL. 7REF.Conference Paper

CALCUL PARASISMIQUE D'UN BARRAGE VOUTE DU TYPE COQUE A L'AIDE D'UN ACCELEROGRAMME DE SEISMEBOKHUA TA; LINER YA Z.1976; SOOBSHCH. AKAD. NAUK GRUZ. S.S.R.; S.S.S.R.; DA. 1976; VOL. 82; NO 1; PP. 133-136; ABS. GEORGIEN ANGL.; BIBL. 4 REF.Article

PRE-DESIGN ESTIMATES FOR ARCH DAMS. IIVARSHNEY RS.1975; WAT. POWER; G.B.; DA. 1975; VOL. 27; NO 3; PP. 99-103; BIBL. 7 REF.Article

FREE-FORM ARCH DAM DESIGN SYSTEMSTENSCH W; GERRY G.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 795-806; BIBL. 2 REF.Article

ETUDE DU COMPORTEMENT DES MASSIFS ROCHEUX PAR MODELES GEOMECANIQUESFUMAGALLI E.1975; MATER. ET CONSTR.; FR.; DA. 1975; VOL. 8; NO 47; PP. 343-351; ABS. ANGL.; BIBL. 7REF.Article

CALCUL DE LA STABILITE DES APPUIS ROCHEUX DES BARRAGES-VOUTESMOZHEVITINOV AL; SHINTEMIROV M.1974; TRUDY L.P.I., LENINGRAD; S.S.S.R.; DA. 1974; NO 338; PP. 19-22; BIBL. 3 REF.Article

A CONTRIBUTION TO THE DESIGN OF FOUNDATION SYSTEMS FOR ARCH DAMSGALLICO A.1974; WAT. POWER; G.B.; DA. 1974; VOL. 26; NO 10; PP. 323-329Article

FIRST PRESTRESSED ARCH DAM IN THE UNITED STATESLEGAS J.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 2; PP. 21-24Serial Issue

FOUNDATION DRAINAGE OF ARCH DAMSGALLICO A.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 4; PP. 54-59Article

THE EVOLUTION OF THE ARCH DAM.SCHNITTER NJ.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 11; PP. 19-21; BIBL. 38 REF.Article

FREE-FORM ARCH DAM DESIGN SYSTEMSTENSCH W; GERRY G.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 795-806; BIBL. 2 REF.Article

FREE FORM ARCH DAM DESIGN USING SPLINE FUNCTIONS = CONCEPTION D'UN BARRAGE VOUTE A FORME LIBRE UTILISANT DES FONCTIONS DE SPLINEHARTLEY GA; MCNEICE GM.1974; COMPUTERS AND STRUCT.; G.B.; DA. 1974; VOL. 4; NO 6; PP. 1281-1295; BIBL. 14 REF.Article

TALSPERREN UND WASSERKRAFTANLAGEN IN DER SOZIALISTISCHEN REPUBLIK RUMAENIEN. DAS HYDROENERGETISCHE ZENTRUM VIDRARU = BARRAGES ET CENTRALES HYDRAULIQUES EN ROUMANIE. LE CENTRE HYDROENERGETIQUE DE VIDRARUDEHNERT HP.1974; WASSERWIRTSCH.-WASSERTECH.; DTSCH.; DA. 1974; VOL. 24; NO 9; PP. 321-323; (3. FACHTAG. TALSPERRENBAU; WEIMAR; 1974)Conference Paper

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