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METHODE NON LINEAIRE DE CALCUL DE HAUBANS FLEXIBLES-RIGIDESVEDENIKOV GS; TELOYAN AL.1977; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1977; NO 6; PP. 26-30; BIBL. 7 REF.Article

Cable-stayed bridge in Spain = Pont à hauban en EspagneHighways and transportation. 1984, Vol 31, Num 1, pp 34-36, issn 0265-6868Article

LE NOUVEAU PONT METALLIQUE SOUDE DE MINDIN SAINT-NAZAIRE. IIDELCAMP FX.1976; CHARP. MENUIS. METAL. SERRUR.; FR.; DA. 1976; NO 89; PP. 11-15Article

OPTIMUM DESIGN OF CABLE-STAYED BRIDGES USING AN OPTIMALITY PARAMETER.DAIGUJI H; YAMADA Y.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 89-94; ABS. FR. ALLEM.; BIBL. 4 REF.Conference Paper

SYMPOSIUM INTERNATIONAL SUR LES CONSTRUCTIONS EN FILS SOUPLESGAJDAROV YU V; ZABRODIN MP.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 3; PP. 62-64Article

STATE-OF-THE-RAT IN CABLE-STAYED BRIDGES WITH CONCRETE DECK STRUCTURE = LE POINT SUR LA RECHERCHE ACTUELLE SUR DES PONTS HAUBONNES A CABLES AVEC STRUCTURES DE TABLIER EN BETONLIN TY; REDFIELD C.1980; ANN. N.Y. ACAD. SCI.; ISSN 0077-8923; USA; DA. 1980; VOL. 352; PP. 103-121; BIBL. 12 REF.Conference Paper

MULTISPAN STAYED GIRDER BRIDGES.GIMSING NJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 10; PP. 1989-2003; BIBL. 7 REF.Article

LE DEVELOPPEMENT DES PONTS A HAUBANSNARUSE T.1982; ISHIKAWAJIMA-HARIMA GIHO (ISHIKAWAJIMA-HARIMA ENGINEERING REVIEW); ISSN 0578-7904; JPN; DA. 1982; NO SPEC. 6; PP. 9-16; ABS. ENGArticle

LE PONT HAUBANE "ROKKO OHHNASHI" A KOBE, JAPON.KOMATSU S; TORII Y; OKADA S et al.1977; ACIER STAHL STEEL; FR.; DA. 1977; VOL. 42; NO 3; PP. 101-106Article

ETUDE DES CARACTERISTIQUES DYNAMIQUES DE CONSTRUCTIONS COMBINEESINDYK L YU; NIKIFOROV VF.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 12; PP. 14-17; BIBL. 2 REF.Article

AERODYNAMIC RESPONSE CHARACTERISTICS OF BRIDGE STRUCTURES.KONISHI I; SHIRAISHI N; MATSUMOTO M et al.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 199-277 (17P.); BIBL. 6 REF.Conference Paper

DIE MONTAGE DES STAHLUEBERHAUS DER KOEHLBRANDBRUECKE = MONTAGE DE LA SUPERSTRUCTURE METALLIQUE DU PONT DE KOEHLBRANDHOEHNE KJ.1976; BAUMASCH. U. BAUTECH.; DTSCH.; DA. 1976; VOL. 23; NO 2; PP. 44-50; ABS. ANGL. FR.; BIBL. 7REF.Article

BUCKLING OF CABLE-STAYED GIRDER BRIDGES.MAN CHUNG TANG.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 9; PP. 1675-1684; BIBL. 2 REF.Article

VERGLEICH ZWISCHEN DEN PARALLELDRAHTSEILEN UND VERSCHLOSSENEN SEILEN AM BEISPIEL EISENBAHNSCHRAEGSEILBRUECKE UEBER DIE SAVE IN BELGRAD. = COMPARAISON ENTRE LES CABLES A FILS PARALLELES ET LES CABLES TORSADES DANS LE CAS DU PONT DE CHEMIN DE FER HAUBANE SUR LA SAVE A BELGRADEHAJDIN N.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 471-475; ABS. ANGL. FR.; BIBL. 3 REF.Conference Paper

Die Unterbauten der Faro-Brücken = Les fondations du pont du Faro = The Faro bridge substructuresWITTFOHT, H.Bauingenieur. 1986, Vol 61, Num 1, pp 9-16, issn 0005-6650Article

OPTIMISATION DE LA REPARTITION DES CONTRAINTES ET DE L'EMPLOI DES MATERIAUX DANS LES SYSTEMES METALLIQUES PRE-CONTRAINTS COMBINESONISIN SS.1982; IZVESTIJA VYSSIH UCEBNYH ZAVEDENIJ. STROITEL'STVO I ARHITEKTURA; ISSN 0536-1052; SUN; DA. 1982; NO 10; PP. 41-44; BIBL. 3 REF.Article

AZ UJVIDEKI FERDEKABELES DUNA-HID ACELSZERKEZETENEK GYARTASA = FABRICATION DE LA CONSTRUCTION DE CHARPENTE METALLIQUE DU PONT A HAUBANS OBLIQUE SUR LE DANUBE A NOVI SADDOMANOVSZKY S; KISS M.1981; MELYEPITESTUDOM. SZEMLE; HUN; DA. 1981; VOL. 31; NO 8; PP. 356-362; ABS. GER/ENG/RUS/FREArticle

STABILITY ANALYSIS OF CABLE-STAYED RIGID FRAMES = STABILITE DES STRUCTURES RIGIDES HAUBANNEESCHU KIA WANG; STILLER JK.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 2383-2398; BIBL. 4 REF.Article

ALL-CONCRETE CABLE-STAYED RAILWAY BRIDGE = PONT RAIL HAUBANNE TOUT EN BETON1979; CONCRETE; GBR; DA. 1979; VOL. 13; NO 14; PP. 12-13Article

CABLE-STAYED BRIDGES: DEGREES OF ANCHORING = LES PONTS A HAUBANS: DEGRES D'ANCRAGEGILSANZ RE; BIGGS JM.1983; J. STRUCT. ENG., AM. SOC. CIV. ENG.; ISSN 0733-9445; USA; DA. 1983; VOL. 109; NO 1; PP. 200-220; BIBL. 13 REF.Article

CABLE-STAYED STEEL BRIDGES = PONTS EN ACIER HAUBANE A CABLESFOX GF.1980; ANN. N.Y. ACAD. SCI.; ISSN 0077-8923; USA; DA. 1980; VOL. 352; PP. 87-102; BIBL. 8 REF.Conference Paper

EFFET DES PARAMETRES SUR L'ETAT DE CONTRAINTE ET DE DEFORMATION DE SYSTEMES DE HAUBANSROMANENKO IM; BRAJKO RA; GAL'KEVICH OL et al.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 7; PP. 30-34Article

Les haubans modernes = Modern bridge-staying cablesDE LA FUENTE, C; FUZIER, J.-P; JARTOUX, P et al.Travaux (Paris). 1995, Num 708, pp 22-28, issn 0041-1906Article

Pont de Normandie, la gestion d'une réalisation = The Pont de Normandie: project managementLÈGER, P.Revue générale des routes et des aérodromes. 1994, Num 720, pp 36-38, issn 0035-3191Article

On kinetic response of cables of cable-stayed bridges due to combined parametric and forced excitationUHRIG, R.Journal of sound and vibration. 1993, Vol 165, Num 1, pp 185-192, issn 0022-460XArticle

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