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LONG-SPAN BRIDGES: STATE-OF-THE ART = PONTS DE LONGUE PORTEE: POINT DES CONNAISSANCESCHANG FK; COHEN E.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; ST7; PP. 1145-1160Article

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

BRUECKENPHYSIOGNOMIE UND GELAENDE = PHYSIONOMIE DE PONTS ET PAYSAGEFISCHL F.1981; BAUTECHNIK, AUSG. B; ISSN 0340-5044; DEU; DA. 1981; VOL. 58; NO 4; PP. 109-112; BIBL. 20 REF.Article

PONTS = BRIDGESDUCOUT JP.1979; TECHNIQUES DE L'INGENIEUR, CONSTRUCTION; FRA; PARIS: TECH.-ING.; DA. 1979; NO 90; 2675; 19 P.; BIBL. 23 REF.Book Chapter

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

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 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

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

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

THE EVOLUTION OF CONCRETE CABLE-STAYED BRIDGES = EVOLUTION DES PONTS EN BETON A HAUBANSPODOLNY W.1981; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1981; VOL. 3; NO 8; PP. 34-42; BIBL. 19 REF.Article

LE PROJET DE CONSTRUCTION DU PONT DE HONFLEURHOUSSET H.1979; MONITEUR BATIM. TRAV. PUBL.; FRA; DA. 1979; NO 38; PP. 33-34Article

LES OUVRAGES D'ART ET L'OFF-SHORE.1977; CHANTIERS DE FR.; FR.; DA. 1977; NO 97; PP. 64-68Article

TRENDS IN BIG BRIDGE ENGINEERING = EVOLUTION DANS LA CONSTRUCTION DE GRANDS PONTS1980; CONGRES VIENNE. 11/1980/VIENNE; CHE; ZURICH: AIPC; DA. 1980; PP. 707-824; BIBL. DISSEM.; ISBN 3-85748-025-4Conference Paper

VORGESPANNTE, SELBSTTRAGENDE ROHRBRUECKEN AUS VORGEFERTIGTEN STAHLBETONROHREN = PRESTRESSED SELF-SUPPORTING PIPELINE BRIDGES CONSTRUCTED FROM PRECAST REINFORCED CONCRETE PIPESLENZ D; HORNUNG K.1981; BETONWERK FERTIGTEIL-TECH.; DEU; DA. 1981-01; VOL. 47; NO 1; PP. 15-22; BIBL. 41 REF.Article

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

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

DIE ENTWURFSUEBERARBEITUNG DER WEST GATE BRUECKE IN MELBOURNE = REMANIEMENT DU PROJET CONCERNANT LE PONT WEST GATE DE MELBOURNEROIK K; HAENSEL J.1979; STAHLBAU; DEU; DA. 1979; VOL. 48; NO 7; PP. 197-204; BIBL. 8 REF.Article

Le pont de Normandie = The pont de NormandieDEROUBAIX, B; MONTÉMONT, C.Revue générale des routes et des aérodromes. 1993, Num 707, pp 45-49, issn 0035-3191Article

Field measured pre-stress Concrete losses versus design code estimatesONYEMELUKWE, O. U; MOUSSA ISSA, P. E; MILLS, C. J et al.Experimental mechanics. 2003, Vol 43, Num 2, pp 201-215, issn 0014-4851, 15 p.Article

PUENTES ATIRANTADOS PARA GRANDES LUCES = PONTS A HAUBANS POUR GRANDES PORTEESMATHIVAT J.1980; HORMIGON Y ACERO; ESP; DA. 1980; NO 135; PP. 109-129; DE FREArticle

IL PONTE STROLLATO SULL' ARNO A FIRENZE IN LOCALITA L'INDIANO = PONT HAUBANNE AU-DESSUS DU FLEUVE ARNO A FLORENCEDE MIRANDA F.1978; COSTR. METAL.; ITA; DA. 1978; VOL. 30; NO 6; PP. 239-243; ABS. ENGArticle

THE QUERVERSCHUB OF THE 2,000 FT OBERKASSEL BRIDGE.FIRMAGE DA.1977; CIV. ENGNG; U.S.A.; DA. 1977; VOL. 47; NO 5; PP. 67-71Article

ZUR BEEINFLUSSUNG DER LAENGSTRAEGER DURCH DIE HAUPTTRAEGER BEI EINGLEISIGEN EISENBAHN-FACHWERKBRUECKEN OHNE STARRE ENDSCHEIBEN = INFLUENCE DES POUTRES PRINCIPALES SUR LES POUTRES LONGITUDINALES DES PONTS DE CHEMIN DE FER A VOIE UNIQUE EN TREILLIS SANS NERVURE D'EXTREMITE RIGIDESAECKEL R.1982; WISSENSCHAFTL. Z.-HOCHSCH. VERKEHRSWES. "FRIEDRICH LIST" DRESD.; ISSN 0323-3936; DDR; DA. 1982; VOL. 29; NO 1; PP. 61-69; BIBL. 4 REF.Article

THE MERIVALE RAILBRIDGE OVER THE BRISBANE RIVERSNELLING J.1981; TRANS. INST. ENG. AUST., CIV. ENG.; ISSN 0159-2068; AUS; DA. 1981; VOL. 23; NO 1; PP. 32-41; BIBL. 14 REF.Article

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