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FORMATION DE ZONES D'ETAT DE CONTRAINTE LIMITE DANS UNE FONDATION SOUMISE A DIVERS MOYENS DE CHARGEKOPEJKIN VS.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 11; PP. 25-29; BIBL. 2 REF.Article

PROBLEME A SYMETRIQUE AXIALE DE LA THEORIE DE L'ETAT DE CONTRAINTE LIMITE DU BETONGENIEV GA.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 5; PP. 4-8; BIBL. 3 REF.Article

ETATS LIMITES DES VEHICULES ET DE LEURS ELEMENTSKUGEL RV.1976; VEST. MASHINOSTR.; S.S.S.R.; DA. 1976; VOL. 56; NO 4; PP. 3-9; BIBL. 9 REF.Article

METHODE APPROXIMATIVE DE DETERMINATION DE LA COURBURE LIMITE DES STRUCTURES EN BETON ARMEPAN'SHIN LL; KARABANOV BV.1982; BETON I ZELEZOBETON; ISSN 511234; SUN; DA. 1982; NO 12; PP. 34; BIBL. 2 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

VLASTNOSTI OCELI Z HL'ADISKA KONCEPCIE MEDZNYCH STAVOV = PROPRIETES DE L'ACIER DU POINT DE VUE DU CALCUL A L'ETAT LIMITEMRAZIK A.1981; INZ. STAVBY; ISSN 0021-0277; CSK; DA. 1981; NO 2; PP. 54-61; ABS. RUS/GER/ENG; BIBL. 24 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

CONSIDERAZIONI SULLO STATO LIMITE DI DEFORMAZIONE DELLE STRUTTURE IN CEMENTO ARMATO = CONSIDERATIONS SUR LES ETATS LIMITES DE DEFORMATION DES STRUCTURES EN BETON ARMEINDELICATO F; MARRO P.1979; INDUSTR. ITAL. CEMENTO; ITA; DA. 1979; VOL. 49; NO 7-8; PP. 465-477; ABS. FRE/ENG/GER; BIBL. 15 REF.Article

CALCUL DU BETON ARME A L'ETAT-LIMITE ULTIME. ABAQUES EN FLEXION SIMPLE ET COMPOSEE CONFORMES AUX REGLES BAEL.JALIL WA; MORISSET A; PERCHAT J et al.1976; PARIS; EYROLLES; DA. 1976; PP. (387P.); BIBL. 15 REF.; (UTI)Book

ELASTIC ANALYSIS OF CONCRETE BRIDGES AND THE ULTIMATE LIMIT STATE.CLARK LA.1977; HIGHWAY ENGR; G.B.; DA. 1977; VOL. 24; NO 10; PP. 22-24; BIBL. 7 REF.Article

CALCUL DES CONSTRUCTIONS PAR LES ETATS LIMITES AU CANADA.ALLEN DE.1976; BATIM. INTERNATION.; FR.; DA. 1976-07; PP. 226-231; BIBL. 3 REF.; MEME DOC. ANGL.Article

SYSTEME TOTAL D'ANALYSE DE LA RESISTANCE TRANSVERSALE D'UN NAVIREAKITA Y; YAMAGUCHI I; TASHIRO S et al.1976; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1976; VOL. 139; PP. 154-165; ABS. ANGL.; BIBL. 7 REF.Article

IL CALCOLO DELLE SEZIONI IN CALCESTRUZZO ARMATO AGLI STATI LIMITI. VI. = CALCUL DE L'ETAT LIMITE DES SECTIONS EN BETON ARME. VIANDREOLI E; DONIDA G; MENDITTO G et al.1976; PREFABBRICAZIONE; ITAL.; DA. 1976; NO 5; PP. 254-266Article

A SZTOCHASZTIKUS KEPLEKENYSEGI FELTEEL ES HASZNALATA PANELVAZAS SZERKEZETNEL = CONDITION DE LA PLASTICITE STOCHASTIQUE ET SON UTILISATION DANS DES CHARPENTES A PANNEAUXVASARHELYINE SZABO A.1981; MELYEPITSTUDOM. SZEMLE; HUN; DA. 1981; VOL. 31; NO 9; PP. 413-416; ABS. GER/ENG/RUS/FRE; BIBL. 9 REF.Article

LIMIT ANALYSIS OF CONCRETE TUBES, REINFORCED BY A SET OF THIN SHELLS = ANALYSE LIMITE DE TUBES EN BETON ARME PAR UNE SERIE DE COQUES MINCESHEINLOO M.1980; ACTA TECH. ACAD. SCI. HUNG.; ISSN 0001-7035; HUN; DA. 1980; VOL. 91; NO 3-4; PP. 239-245; ABS. GER; BIBL. 2 REF.Article

ARATE-TYPE CONSTITUTIVE MODEL FOR SOIL WITH A CRITICAL STATE.DAVIS RO; MULLENGER G.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 3; PP. 255-282; BIBL. 19 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

STATO LIMITE NELLE LASTRE IN CEMENTO AR MATO. = ANALYSE A L'ETAT LIMITE DE DALLES EN BETON ARMEENEA M; SCIBILIA N.1976; G. GENIO CIV.; ITAL.; DA. 1976 PARU 1977; VOL. 114; NO 10-12; PP. 443-452; ABS. FR. ANGL. ALLEM.; BIBL. 11 REF.Article

APPLICATION OF A LIMIT STATE CONCEPT TO THE PERFORMANCE OF A STRUCTURE UNDER FIRE CONDITIONS.MALHOTRA HL.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 219-226; ABS. FR. ALLEM.; BIBL. 12 REF.Conference Paper

ETATS LIMITES DES SECTIONS DES CORNIERES ISOLEESBEL'SKIJ GE; SERDYUKOV VI.1983; STROITEL'NAJA MEHANIKA I RASCET SOORUZENIJ; ISSN 509078; SUN; DA. 1983; NO 2; PP. 54-58; BIBL. 8 REF.Article

COMPORTEMENT DES DALLES DE BETON ARME DANS UN ETAT PROCHE DE LA RUPTUREBIL'CHENKO AV.1980; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1980; NO 4; PP. 8-11; BIBL. 4 REF.Article

GENERAL OPTIMIZATION OF THE DESIGN OF RECTANGULAR CONTAINERS.WILBY CA.1977; INDIAN CONCR. J.; INDIA; DA. 1977; VOL. 51; NO 5; PP. 155-158; BIBL. 2 REF.Article

LOAD FACTOR ANALYSIS FOR DESIGN OF BRIDGES.PORTER JC.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 5; PP. 891-897; BIBL. 9 REF.Article

RESISTANCE OF STEEL STRUCTURES ACCORDING TO THE LIMIT STATES METHOD.MRAZIK A.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 71-76; ABS. FR. ALLEM.; BIBL. 14 REF.Conference Paper

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

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