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PONT A HAUBAN "FUJITO BRIDGE" ET "HINOURA BRIDGE" POUR LA SOCIETE DE CENTRALE ELECTRIQUE DE KANSAI1982; ISHIKAWAJIMA-HARIMA GIHO (ISHIKAWAJIMA-HARIMA ENGINEERING REVIEW); ISSN 0578-7904; JPN; DA. 1982; NO SPEC. 6; PP. 59-66; ABS. ENG; BIBL. 6 REF.Article

DETERMINATION DES PARAMETRES OPTIMAUX DES SYSTEMES DE HAUBANS COMBINES PRECONTRAINTSPERMYAKOV VA.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 9; PP. 43-49; BIBL. 4 REF.Article

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

PONT SHIN-OOHASHI - UN PONT SOUTENU PAR CABLE POUR LE GOUVERNEMENT DE LA VILLE DE TOKYO1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 210-217; ABS. ANGL.; BIBL. 3REF.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

OSCILLATIONS AUTONOMES NON LINEAIRES DE SYSTEMES SUSPENDUSIVANOV AA.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 7; PP. 48-53; BIBL. 2 REF.Article

OPTIMIZATION OF THE PRESTRESSING IN THE CABLES OF A CABLE-STAYED BRIDGE.FEDER D.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 134-138; ABS. FR. ALLEM.Conference Paper

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

Pont Haubané sur l'Isère à Grenoble = Cable stayed bridge on the Isère at GrenobleL' Ingénieur constructeur ETP. 1992, Num 393, pp 77-79, issn 0046-9513, SUPArticle

EQUAL STAY CABLE BRIDGE SYSTEM = SYSTEME DE PONT A HAUBANS EGAUXSOFRONIE R.1982; REV. ROUM. SCI. TECH., SER. MEC. APPL.; ISSN 0035-4074; ROM; DA. 1982; VOL. 27; NO 3; PP. 401-416; BIBL. 17 REF.Article

CONCRETE CABLE-STAYED BRIDGESPODOLNY W JR.1978; TRANSPORT. RES. REC.; USA; DA. 1978; NO 665; PP. 121-130; BIBL. 20 REF.Conference Paper

CALCUL ET CONSTRUCTION DU PONT YAMATO (OSAKA CITY)1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 224-232; ABS. ANGL.; BIBL. 6REF.Article

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

DEPLACEMENT VERS L'AVAL DE L'OBERKASSELER BRUECKE, A DUESSELDORF (ALLEMAGNE)SCHEUCH G.1976; ACIER STAHL STEEL; FR.; DA. 1976; VOL. 41; NO 2; PP. 60-64; BIBL. 10REF.Article

PASSERELLE HAUBANEE A BARCELONE (ESPAGNE) (PRIX DE LA CECM 1975)CASADO CF; MONTEROLA J; TROYANO LF et al.1976; ACIER STAHL STEEL; FR.; DA. 1976; VOL. 41; NO 2; PP. 44-53Article

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