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ERECTION DE CABLES POUR LE PONT D'INNOSHIMAMITAMURA T; AKIYAMA M; FUKUSHI A et al.1982; "R. AND D." KOBE STEEL ENG. REP.; ISSN 508292; JPN; DA. 1982; VOL. 32; NO 4; PP. 4-8; ABS. ENG; BIBL. 4 REF.Article

VERSUCHE MIT BUENDELN AUS PARALLELEN DRAEHTEN UND LITZEN FUER DIE NORDBRUECKE MAMMHEIM-LUDWIGSHAFEN UND DAS ZELTDACH IN MUENCHEN = ESSAIS DE FAISCEAUX DE CABLES ET DE TORONS PARALLELES POUR LE PONT NORD DE MANNHEIM-LUDWIGSHAFEN ET LE TOIT EN PAVILLON DE MUNICH). (A SUIVREANDRA W; SAUL R.1974; BAUTECHNIK; DTSCH.; DA. 1974; VOL. 51; NO 9; PP. 289-298; BIBL. 25 REF.Article

SOUDAGE DE POUTRE RAIDISSEUSE DE "PONT MATADE" SUR LA RIVIERE ZAIRE (REPUBLIQUE DU ZAIRE)UEDA S; TAMAKI T; ASANO S et al.1981; ISHIKAWAJIMA-HARIMA GIHO; ISSN 0578-7904; JPN; DA. 1981; VOL. 21; NO 6; PP. 523-528; ABS. ENG; BIBL. 5 REF.Article

BRIDGES: BIRCHENOUGH TO BOSPORUS AND BEYOND. FORTY YEAR'S PROGRESS IN LONG-SPAN BRIDGE ENGINEERINGFREEMAN R.1974; RHODES. ENGR; RHODES.; DA. 1974; VOL. 12; NO 3; PP. 172-180Article

GRAND PONT SUSPENDU EN CONSTRUCTION A MATADI1980; REV. BELGE TRANSP.; BEL; DA. 1980; NO 1; PP. 22Article

DEPLACEMENT DU PONT SUSPENDU PAR CHAINE HISTORIQUE PODALSKA-STADLEESTEJSKAL F.1976; INZ. STAVBY; CESKOSL.; DA. 1976; VOL. 24; NO 3; PP. 152-161; ABS. RUSSE ALLEM. ANGL.Article

DIE ANWENDUNG VON SEILEN IM BRUECKENBAU INSBESONDERE BEI SCHRAEGSEILBRUECKEN = L'EMPLOI DES CABLES DANS LA CONSTRUCTION DES PONTS, EN PARTICULIER DES PONTS A CABLES OBLIQUESSCHIMETTA O.1974; INTERNATION. BERG-U. SEILBAHN-RDSCH.; OSTERR.; DA. 1974; VOL. 17; NO 4; PP. 202-203; ABS. FR; (SILVERGUSS-SYMP.; WIEN; 1974) MEME DOC. ANGLArticle

L'ALUMINIUM TRAIT D'UNION ENTRE LE BUGEY ET LE DAUPHINE.1977; REV. ALUMIN.; FR.; DA. 1977; NO 468; PP. 567-568Article

ADVANCES IN TECHNIQUES FOR DETERMINING THE AEROELASTIC CHARACTERISTICS OF SUSPENSION BRIDGES.RICHARDSON JR.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 251-277 (15P.); BIBL. 7 REF.Conference Paper

CABLE-STAYED BRIDGE CONSTRUCTIONDAS RS.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 3-4; PP. 108-113; BIBL. 15REF.Article

CHARACTERISTIC VIBRATION ANALYSIS OF SUSPENSION BRIDGESMAEDA Y; HAYASHI M; MAEDA KI et al.1975; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1975; VOL. 25; NO 1230-1253; PP. 199-215; BIBL. 10REF.Article

FIFTY-YEAR DEVELOPMENT: CONSTRUCTION OF STEEL SUSPENSION BRIDGESDWYER JD.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO NO 1; PP. 105-125; BIBL. 12 REF.Article

DIE 6 BAHNIGE AUTOBAHNBRUECKE UEBER DEN BOSPORUS = LE PONT POUR AUTOROUTE A 6 VOIES AU-DESSUS DU BOSPHOREMUCKE E.1974; BAUINGENIEUR; DTSCH.; DA. 1974; VOL. 49; NO 12; PP. 490-491Article

CALCUL DE SYSTEMES SUSPENDUS A DEUX BANDES TENANT COMPTE DE L'ELASTICITE DES CONSTRUCTIONS DE SUPPORTDRAGANOV N.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 11; PP. 21-26; BIBL. 2 REF.Article

CALCUL DES SYSTEMES SUSPENDUS SOUMIS A DES SECOUSSES SISMIQUESPETROV AA; EFREMOV MM.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 2; PP. 61-64; BIBL. 5REF.Article

FIFTY-YEAR DEVELOPMENT-CONSTRUCTION OF STEEL PIPELINE SUSPENSION BRIDGESCAIN JF.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 733-749; BIBL. 18REF.Article

AEROELASTISCHE PROBLEME AN HOCHBAUKONSTRUKTIONEN IN FREIER WINDSTROEMUNG = PROBLEMES AEROELASTIQUES POSES PAR LES OUVRAGES DE GRANDE HAUTEUR SITUES DANS L'ECOULEMENT LIBRE DU VENTFORSCHING H.1975; D.F.V.L.R.-NACHR.; DTSCH.; DA. 1975; NO 16; PP. 646-649Article

DIRECT DESIGN OF TAUT CABLES UNDER UNIFORM LOADINGWILSON AJ; WHEEN RJ.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 3; PP. 565-578; BIBL. 13 REF.Article

INDICIAL AERODYNAMIC FUNCTIONS FOR BRIDGE DECKSSCANLAN RH; BELIVEAU JG; BUDLONG KS et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 657-672; BIBL. 1 P. 1/2Article

LARGE DEFORMATION ANALYSIS OF CABLE-STAYED GIRDER BRIDGESMAEDA Y; HAYASHI M; MAEDA K et al.1974; TECHNOL. REP. OSAKA UNIV.; JAP.; DA. 1974; VOL. 24; NO 1155-1190; PP. 303-316; BIBL. 6 REF.Article

CONSTRUCTION METALLIQUE D'UNE PASSERELLE PREFABRIQUEECHLADNY E; AGOCS Z.1974; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1974; VOL. 24; NO 8; PP. 372-378; ABS. RUSSE ANGL. ALLEM. FR.; BIBL. 4 REF.Article

INITIAL-VALUE DISCRETE SUSPENSION BRIDGE ANALYSISWEST HH; CARAMANICO DL.1973; INTERNATION. J. SOLID STRUCT.; G.B.; DA. 1973; VOL. 9; NO 9; PP. 1087-1105; ABS. RUSSE; BIBL. 14 REF.Serial Issue

BERECHNUNG VON SEILKOEPFEN ZUR VERANKERUNG PATENTVERSCHLOSSENER DRAHTSEILE. = CALCUL DES TETES D'ANCRAGE DES CABLES A EXTREMITE BREVETEEKRUGER U.1977; BAUNINGENIEUR; DTSCH.; DA. 1977; VOL. 52; NO 3; PP. 105-111; BIBL. 7 REF.Article

METHODE DE REGULATION DE LA TENSION DES CABLES DES PONTS NIELSENSHINKE T; HIRONAKA K; ZUI H et al.1977; "R. AND D.", KOBE STEEL ENGNG REP.; JAP.; DA. 1977; VOL. 27; NO 1; PP. 70-74; ABS. ANGL.; BIBL. 2 REF.Article

NEW CONSTRUCTION METHODS FOR SUSPENSION BRIDGE CABLES.TSUYAMA S; SUGITA T; KIHARA T et al.1976; NIPPON STEEL TECH. REP. OVERSEAS; JAP.; DA. 1976; NO 8; PP. 73-82; BIBL. 4 REF.Article

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