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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

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

CONSIDERAZIONI SUL PROGETTO ALLO STATO ULTIMO DELLE SEZIONI COMPOSTE ACCIAIO-CALCESTRUZZO. = CONSIDERATION SUR LE PROJET A LA CHARGE LIMITE DES SECTIONS DIRECTES ACIER-BETONPAGNINI L; PALAZZO G.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 5; PP. 253-258; ABS. ANGL.; BIBL. 30 REF.Article

METHODES PRATIQUES DE CALCUL DES ELEMENTS COMPRIMES A ARMATURE RIGIDEKATIN NI; NIKITIN IK.1976; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1976; NO 12; PP. 26-29Article

IL CONCIO ENDOIRRIGIDITO NEL CALCOLO A ROTTURA. = LE DOMAINE A DURCISSEMENT INTERNE DANS LE CALCUL A LA RUPTUREFRANCIOSI V; BELLI P.1976; COSTR. CEMENTO ARMATO; ITAL.; DA. 1976; VOL. 13; PP. 45-69; BIBL. 4 REF.Article

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

CRITERIA AND AUTOMATED LIMIT STATE DESIGN OF REINFORCED CONCRETE SLABS.BANGASH Y.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 2; PP. 207-215; BIBL. 2 REF.Article

CONCRETE THIN SHELLS.1976; IN: METHODS STRUCT. ANAL. NATL. STRUCT. ENG. CONF. PROC.; MADISON, WIS.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 205-267; BIBL. DISSEM.Conference Paper

ZUM BRUCHSICHERHEITSNACHWEIS BEI VORGESPANNTEN BETONTRAGWERKEN. = CALCUL DE LA SECURITE A LA RUPTURE DES POUTRES EN BETON PRECONTRAINTSCHNEEBERGER B.1976; SCHWEIZ. BAUZTG; SCHWEIZ; DA. 1976; VOL. 94; NO 36; PP. 520-524; BIBL. 3 REF.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

LIMIT STATE DESIGN OF SWAY FRAMES = CALCUL A L'ETAT LIMITE DES PORTIQUES: SUJETS A DES OSCILLATIONSMAJID KI; OKDEH S.1982; STRUCT. ENGR. B; ISSN 0039-2553; GBR; DA. 1982; VOL. 60B; NO 4; PP. 76-82; BIBL. 17 REF.Article

LIMIT STATES DESIGN: WHAT DO WE REALLY WANT. = CALCUL A L'ETAT LIMITE: A QUOI DOIT-ON S'ATTENDRE REELLEMENT.ALLEN DE.1981; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1981; VOL. 8; NO 1; PP. 44-50; ABS. FRE; BIBL. 14 REF.Article

ANALYSE DE LA STABILITE DES VOUTES EN MACONNERIE DE CHARLES AUGUSTIN COULOMB A NOS JOURSDELBECQ JM.1981; ANN. PONTS ET CH.; ISSN 0003-4304; FRA; DA. 1981; NO 19; NO SPEC.; PP. 36-43; ABS. ENG; BIBL. 55 REF.Article

IL CALCOLO DELLE STRUTTURE CON ELEMENTI COSIDETTI TRIDIMENSIONALI = CALCUL DES CONSTRUCTIONS A ELEMENTS TRIDIMENSIONNELSCATANIA M.1981; PREFABBRICAZIONE; ITA; DA. 1981; VOL. 17; NO 9; PP. 381-386; BIBL. 9 REF.Article

L'ATTRITO NEL CALCOLO A ROTTURA DELLE MURATURE = INCIDENCE DU FROTTEMENT DANS LE CALCUL A LA RUPTURE DES STRUCTURE EN MACONNERIEFRANCIOSI V.1980; G. GENIO CIV.; ISSN 0017-016X; ITA; DA. 1980; VOL. 118; NO 7-9; PP. 215-234; ABS. FRE/ENG/GER; BIBL. 7 REF.Article

DESIGN CRITERIA FOR STEEL I COLUMNS UNDER AXIAL LOAD AND BIAXIAL BENDING.ROSS DA; CHEN WF.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 3; PP. 466-473; ABS. FR.; BIBL. 9 REF.Article

A DISCRETE METHOD OF LIMIT ANALYSIS AND ITS APPLICATION TO PLASTIC STABILITY PROBLEMS OF STRUCTURAL MEMBERSKAWAI T; TOI Y.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 1; PP. 38-44; BIBL. 12 REF.Article

LIMIT STATE DESIGN OF PIN-JOINTED SPACE STRUCTURES = CALCUL A L'ETAT LIMITE DES STRUCTURES ASSEMBLEES PAR TOURILLONMAJID KI; OKDEH S.1982; STRUCT. ENGR. B; ISSN 0039-2553; GBR; DA. 1982; VOL. 60B; NO 1; PP. 14-20; ABS. ENGArticle

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