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LIMIT DESIGN OF SPACE STRUCTURESREISS M.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 556-561; BIBL. 6REF.Conference Paper

A LIMIT STATE ANALYSIS PROGRAM FOR MULTI-LAYER GRIDSCOGAN K.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 598-601; BIBL. 10REF.Conference Paper

DIMENSIONNEMENT A LIMITE DES OSSATURES EN BETON ARMECOHN MZ.1974; COSTR. CEMENTO ARMATO; ITAL.; DA. 1974; NO 11; PP. 83-107; BIBL. 1 P. 1/2Article

LE CALCUL A LA RUPTURE DANS LA TENUE DES OUVRAGES EN TERRE.COUSSY O.1978; ; S.L.; DA. 1978; PP. 1-154; BIBL. DISSEM.; (THESE DOCT.-ING.; PIERRE ET MARIE CURIE PARIS VI)Thesis

IL CALCOLO DELLE SEZIONI IN CALCESTRUZZO ARMATO AGLI STATI LIMITI. I = CALCUL DES ETATS LIMITES DES STRUCTURES EN BETON ARME. IANDREOLI E; DONIDA G; MENDITTO G et al.1975; PREFABBRICAZIONE; ITAL.; DA. 1975; NO 12; PP. 510-516Article

CALCUL DES SECTIONS EN BETON ARME AUX ETATS-LIMITESFAVRE R; KOPRNA M.1974; BULL. TECH. SUISSE ROMANDE; SUISSE; DA. 1974; VOL. 100; NO 25; PP. 491-500; BIBL. 5 REF.Article

BEMESSUNG VON STAHLBETONSTUETZEN FUER ZWANG NACH DEM TRAGLASTVERFAHREN = LE DIMENSIONNEMENT DES POTEAUX EN BETON ARME SOUS L'EFFET DES DEFORMATIONS DU SECOND ORDRE PAR LA METHODE DE CALCUL A LA RUPTUREWALTER K; STEINHILBER H.1976; BETON.-U. STAHLBETONBAU; DTSCH.; DA. 1976; VOL. 71; NO 3; PP. 64-68; BIBL. 3 REF.Article

POST-CRUSHING BEHAVIOR OF UNBOUND CONCRETE BEAMSMOHAMMAD IQBAL; HATCHER DS.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 11; PP. 2303-2316; BIBL. 15REF.Article

ADAPTATION DES PRINCIPES DU DIMENSIONNEMENT DE POTEAUX COMPRIMES EXCENTRIQUEMENT PAR LA METHODE DES COEFFICIENTS DE FLAMBEMENT UNIFIESBOGUCKI W.1975; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1975; NO 27; PP. 37-45; ABS. ANGL. RUSSE; BIBL. 2REF.Article

O STAVU MEZNICH STAVU = POINT SUR LA RECHERCHE ACTUELLE SUR LE CALCUL A L'ETAT LIMITETICHY M.1981; INZ. STAVLY; ISSN 0021-0277; CSK; DA. 1981; NO 2; PP. 47-50; ABS. RUS/GER/ENG; BIBL. 6 REF.Article

ABAQUES POUR LE DIMENSIONNEMENT A LA RUPTURE DES SECTIONS EN BETON ARME.WALTHER R; HOURIET B.1977; BULL. TECH. SUISSE ROMANDE; SUISSE; DA. 1977; VOL. 103; NO 6; PP. 347-351Article

LA INFLUENCIA DE LOS ESFUERZOS PREVIOS DE COMPRESION SOBRE LA RESISTENCIA A TRACCION DEL HORMIGON. = L'INFLUENCE DES EFFORTS PREALABLES DE COMPRESSION SUR LA RESISTANCE A LA TRACTION DU BETONCALAVERA J; GONZALEZ VALLE E; GONZALEZ ISABE G et al.1976; HORMIGON Y ACERO; ESP.; DA. 1976; NO 119-120; PP. 31-42Article

BETON PRECONTRAINT ET BETON ARME PRECONTRAINT. EVOLUTION DE LA REGLEMENTATION ET DES METHODES DE CALCULFAUCHART J.1974; PARIS; TECH. ING.; DA. 1974; VOL. C366; PP. 1-10; (CONSTR. C70)Miscellaneous

REINFORCED CONCRETE DESIGN FOR STRENGTH AND DEFORMABILITYALI MM; GRIERSON DE.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 839-860; BIBL. 18 REF.Article

GRENZBELASTUNGEN ROTATIONSSYMMETRISCHER KONTINUA = SOLLICITATIONS LIMITES DE CONTINUUM AXISYMETRIQUEWALLUSCHEK WALLFELD W.sdIN: STRUCT. BETON SOUMISES CONTRAINTES TRIAXIALES. SEMIN.; BERGAME; 1974; ZUERICH; ASSOC. INT. PONTS CHARPENTES; DA. S. D; PP. (16P.); ABS. ANGL. FR.; BIBL. 1P.1/2Conference Paper

ZUR BEMESSUNG VON HOLZKONSTRUKTIONEN NACH GRENZZUSTAENDEN = SUR LE CALCUL A L'ETAT LIMITE DE CONSTRUCTION EN BOISZIMMER K.1982; HOLZTECHNOLOGIE; ISSN 0018-3881; DDR; DA. 1982; VOL. 23; NO 4; PP. 239-242; ABS. RUS/ENG; BIBL. 8 REF.Article

VERBINDUNGEN IM FERTIGTEILBAU I. = LES ASSEMBLAGES DANS LA CONSTRUCTION PREFABRIQUEE EN BETON ISTROBAND J.1976; HERON; NETHERL.; DA. 1976; VOL. 21; NO 2; PP. 91-101; BIBL. 6 REF.Article

ETATS LIMITES ULTIMES DE POTEAUX LIESCOIN A.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 332; PP. 118-126; ABS. ALLEM. ANGL. ESP.Article

A GRAPHICAL METHOD OF PREDICTING SIDESWAY IN THE DESIGN OF MULTISTOREY BUILDINGS = METHODE GRAPHIQUE DE PREVISION DES OSCILLATIONS LATERALES DANS LE CALCUL DES BATIMENTS A PLUSIEURS ETAGESWOOD RH; ROBERTS EH.1975; INST. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 353-372; BIBL. 7REF.Article

SUBASSEMBLAGE CONCEPT FOR TALL FRAME ANALYSISPOWELL GH; EL HAFEZ MB.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO NO 8; PP. 1611-1625; BIBL. 7 REF.Article

THE LIMIT STATE DESIGN OF DAM CONCRETE = CALCUL A L'ETAT LIMITE DU BETON DE BARRAGEMASON PJ.1981; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1981; VOL. 33; NO 8; PP. 36-41; BIBL. 11 REF.Article

LIMIT STATES DESIGN OF STEEL BEAM-COLUMNS = CALCUL A L'ETAT LIMITE DE POTEAU-POUTRE EN ACIERCHEN WF; CHEONG SIAT MOY F.1980; S.M. ARCH.; NLD; DA. 1980; VOL. 5; NO 1; PP. 29-73; BIBL. 36 REF.Article

THE DESIGN OF SMALL ARCH DAMS IN WIDE U-SHAPED VALLEYS = CALCUL DE PETITS BARRAGES VOUTES DANS DE LARGES VALLEES EN FORME D'UWILD RM.1980; ZIMB. ENG.; RHO; DA. 1980; VOL. 18; NO 6; PP. 293-297Article

ECONOMIC STEEL RATIOS FOR REINFORCED CONCRETE MEMBERS IN FLEXURE IN ULTIMATE LOAD DESIGN.KRISHNAMOORTHY S; TEJINDER SINGH.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 7; PP. 219-224; BIBL. 2 REF.Article

SAFETY AND LIMIT STATES DESIGN FOR REINFORCED CONCRETE.MACGREGOR JG.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 4; PP. 484-513; ABS. FR.; BIBL. 41 REF.Article

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