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DIMINUTION DES BESOINS EN METAL POUR LES ELEMENTS DE LIAISONS DE STRUCTURES A COLONNESKLEVTSOV VA; BAGOCHUNAS VM; MISYAVICHUS AM et al.1977; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1977; NO 11; PP. 12-14; BIBL. 2 REF.Article

ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY ASSUMING THEIR INFILLED PANEL WALLS TO BE 45-DEGREE ORTHOTROPIC PLATES.TOMII M; HIRAISHI H.1976; MEM. FAC. ENGNG, KYUSHU UNIV.; JAP.; DA. 1976; VOL. 36; NO 1; PP. 21-99; BIBL. 5 REF.Article

UN PIANO PER L'OTTIMIZZAZIONE STRUTTURALE DI EDIFICI INTELAIATI IN ACCIAIO. = METHODE D'OPTIMISATION DES STRUCTURES EN ACIER A PLUSIEURS ETAGESBINDA L; VITIELLO E.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 2; PP. 91-104; ABS. ANGL.; BIBL. 32 REF.Article

ANALYSE DE LA DEFORMATION DES LIAISONS POUTRES-COLONNESBAJKOV VN; FROLOV AK.1978; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1978; NO 2; PP. 26-28Article

OPTIMAL DESIGN OF BEAM-COLUMNS SUBJECTED TO CONCENTRATED MOMENTS = CALCUL OPTIMAL DE L'ENSEMBLE POUTRES-POTEAUX SOUMIS A DES MOMENTS CONCENTRESKARIHALOO BL; PARBERY RD.1980; ENG. OPTIM.; ISSN 0305-215X; GBR; DA. 1980; VOL. 5; NO 1; PP. 59-65; BIBL. 11 REF.Article

SHARE THE LOAD WITH SLOTTED ANGLE = PARTAGE DE LA CHARGE AVEC DES CORNIERES A ENCOCHESDUNNING D.1981; ENG. MATER. DES. (1972); ISSN 0308-6917; GBR; DA. 1981; VOL. 25; NO 12; PP. 34-37; BIBL. 2 REF.Article

STABILITY FUNCTIONS FOR STRUCTURAL MASONRY.FRISCH FAY R.1977; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1977; VOL. 13; NO 5; PP. 381-393; BIBL. 7 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

BEAM-TO-COLUMN MOMENT CONNECTIONS = ASSEMBLAGES POUTRE POTEAU PRESENTANT UN MOMENTGRUNDY D; THOMAS IR; BENNETTS ID et al.1980; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 313-330; BIBL. 30 REF.Article

BAUSYSTEM MIT VORGEFERTIGTER ALUMINIUM-TRAGKONSTRUKTION. = SYSTEME DE CONSTRUCTION AVEC ELEMENTS PORTANTS PREFABRIQUES EN ALUMINIUMSCHMIDT W.1977; ALUMINIUM; DTSCH.; DA. 1977; VOL. 53; NO 2; PP. 113-116; ABS. FR.; (MEME DOC. ANGL.)Article

REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS.RYAN J.1977; CONCRETE; G.B.; DA. 1977; VOL. 11; NO 3; PP. 37-39Article

RECHERCHES THEORIQUES, RECOMMANDATIONS PRATIQUES ET QUELQUES REFLEXIONS SUR LES PROBLEMES DE STABILITE DES STRUCTURES.SRIRAMULU VINNAKOTA.1977; BULL. TECH. SUISSE ROMANDE; SUISSE; DA. 1977; VOL. 103; NO 17; PP. 214-220; BIBL. 38 REF.Article

METHODE D'ANALYSE DE L'EFFICACITE DE STRUCTURES CONTINUES EN POUTRES, AVEC DIVERS MOYENS DE FORMATION DE PRECONTRAINTESHURINA NB.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 9; PP. 16-22; BIBL. 7 REF.Article

REINFORCED CONCRETE FRAMED TUBE STRUCTURE FOR COMMERCIAL BUILDINGS.DALVI AP.1977; INDIAN CONCR. J.; INDIA; DA. 1977; VOL. 51; NO 1; PP. 7-31 (5P.); BIBL. 4 REF.Article

RAHMENSYSTEM - EINE WIRTSCHAFTLICHE STAHLBETONSKELETTKONSTRUKTION. = LE SYSTEME CADRE: UNE CONSTRUCTION EN OSSATURE DE BETON ARMEPUHRINGER P.1977; BETONWERK FERTIGTEIL-TECH.; DTSCH.; DA. 1977; VOL. 43; NO 7; PP. 355-358Article

BUCKLING AND CYCLIC INELASTIC ANALYSIS OF STEEL TUBULAR BEAM-COLUMNSHAN DJ; CHEN WF.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 2; PP. 119-132; BIBL. 21 REF.Article

WELDED AND BOLTED BEAM TO COLUMN CONNECTIONS = ASSEMBLAGES POUTRES-POTEAUX SOUDES OU BOULONNESWITTEVEEN J; STARK JWB; BIJLAARD FSK et al.1982; PROC. AMER. SOC. CIV. ENG., J. STRUC. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST2; PP. 433-455Article

BEAM-TO-COLUMN CONNECTION RESEARCH IN JAPAN = LA RECHERCHE SUR LES ASSEMBLAGES POUTRE-POTEAU AU JAPONKATO B.1982; PROC. AMER. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST2; PP. 343-360Article

SHEAR STRENGTH OF R/C BEAM-COLUMN CONNECTIONS = RESISTANCE AU CISAILLEMENT DES STRUCTURES POUTRE POTEAU EN BETON ARMEMEINHEIT DF; JIRSA JO.1981; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST II; PP. 2227-2244; BIBL. 24 REF.Article

IL NODO ANTISISMICO NELLA PREFABBRICAZIONE. NUOVO SISTEMA STRUTTURALE A TELAIO INDUSTRIALIZZATO = LE NOEUD ANTISISMIQUE DANS LA PREFABRICATION. NOUVEAU SYSTEME DE STRUCTURE A OSSATURE INDUSTRIALISEEGATTI A.1979; PREFABBRICAZIONE; ITA; DA. 1979; NO 5; PP. 287-294; ABS. ENGArticle

THE BEHAVIOUR OF A PRECAST BEAM-COLUMN JOINTCLARKE JL.1978; PRECAST CONCR.; GBR; DA. 1978; VOL. 9; NO 10; PP. 503-504Article

COUPLED MOMENT-AXIAL FORCE BEHAVIOUR IN BOLTED JOINTS = INFLUENCE DU COUPLE FORCE AXIALE-MOMENT SUR LE COMPORTEMENT DES ASSEMBLAGES BOULONNESWALES MW; ROSSOW EC.1983; J. STRUCT. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 1250-1266; BIBL. 31 REF.Article

ELASTIC STABILITY OF FLEXIBLY CONNECTED FRAMES = STABILITE ELASTIQUE DES PORTIQUES A ASSEMBLAGES FLEXIBLESACKROYD MH; GERSTLE KH.1983; J. STRUCT. ENG., AM. SOC. CIV. ENG.; ISSN 0733-9445; USA; DA. 1983; VOL. 109; NO 1; PP. 241-244; BIBL. 5 REF.Article

SEISMIC BEHAISO OF MOMENTS CONNECTIONS AND JOINTS = COMPORTEMENT AU SEISME DES ASSEMBLAGES RIGIDES ET DES JOINTSKRAWINKLER H; POPOV EP.1982; PROC. AMER. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST2; PP. 373-391Article

IMPERFECTLY BRACED COLUMNS AND BEAMS = POTEAUX ET POUTRES IMPARFAITEMENT MORTAISESO'CONNOR C.1979; TRANS. INST. ENG. AUST., CIV. ENG.; AUS; DA. 1979; VOL. 21; NO 2; PP. 69-74; BIBL. 74 REF.Article

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