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Beitrag zum Herstellen der Hauptkabel von weitgespannten Hängebrücken = Mise en place des câbles porteur de ponts suspendus à grande portée = Fabricating the main cables of long span suspension bridgesBORELLY, W.Der Stahlbau. 1984, Vol 53, Num 9, pp 267-274, issn 0038-9145Article

Ponts de France = French bridgesGRATTESAT, G.1984, 296 p., isbn 2-85978-030-0Book

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Cyclic testing of built-up steel shear links for the New Bay Bridge = Essai cyclique de construction de liaisons cisaillées en acier pour le nouveau pont Bay bridgeMC DANIEL; UANG, CH.-M; SEIBLE, F et al.Journal of structural engineering (New York, NY). 2003, Vol 129, Num 6, pp 801-809, issn 0733-9445, 9 p.Article

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Natural frequencies and modes of suspension bridges = Fréquences naturelles et les modes de ponts suspendusWEST, H. H; SUHOSKI, J. E; GESCHWINDER, L. F. JR et al.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 10, pp 2471-2486, issn 0733-9445Article

Element für die Dämpfung von verschlossenen Seilen = Elément pour amortir des câbles bloqués = Element to damping of blocked cableOPLATKA, G.VDI-Berichte. 1987, Num 627, pp 419-427, issn 0083-5560Conference Paper

Computer aided cable adjustment of stayed bridges = Réglage des câbles de ponts haubannés à l'aide de l'ordinateurFUJISAWA, N; TOMO, H.IABSE proceedings. 1985, Num 4, pp 181-190, issn 0377-7278Article

Ambient vibration re-testing and operational modal analysis of the Humber BridgeBROWNJOHN, J. M. W; MAGALHAES, Filipe; CAETANO, Elsa et al.Engineering structures. 2010, Vol 32, Num 8, pp 2003-2018, issn 0141-0296, 16 p.Article

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LE CALCUL DU TROISIEME ORDRE DE PONTS SUSPENDUS A TROIS TRAVEES AVEC POUTRES DE RAIDISSEMENT CONTINUESBUCA I; NICULAI I.1976; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1976; VOL. 19; PP. 67-91; ABS. ALLEM. RUSSE; BIBL. 13 REF.Article

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

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

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PREFABRICATED PARALLEL WIRE STRAND METHOD (PWS METHOD).KOBAYASHI K; NISHIKAWA Y.1976; NIPPON STEEL TECH. REP. OVERSEAS; JAP.; DA. 1976; NO 8; PP. 83-89Article

CABLE-STAYED VERSUS CLASSICAL SUSPENSION BRIDGE.PODOLNY W JR.1976; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 291-311; BIBL. 16 REF.Article

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

Existence of global attractors for the coupled system of suspension bridge equationsQIAOZHEN MA; CHENGKUI ZHONG.Journal of mathematical analysis and applications. 2005, Vol 308, Num 1, pp 365-379, issn 0022-247X, 15 p.Article

GLOBAL ATTRACTORS FOR THE SUSPENSION BRIDGE EQUATIONS WITH NONLINEAR DAMPINGPARK, Jong-Yeoul; KANG, Jum-Ran.Quarterly of applied mathematics. 2011, Vol 69, Num 3, pp 465-475, issn 0033-569X, 11 p.Article

Pont d'Aquitaine : le chantier de remplacement de la suspension = Aquitaine bridge : suspension replacement worksRIGOUX, V; LOURENCO, H; DESPAS, B et al.Travaux (Paris). 2001, Num 780, pp 46-55, issn 0041-1906, 10 p.Article