||The pile foundation of the Pont de Normandie
|Arzoumanidis, Serafim G.
||The Karnali River bridge (Nepal)
||The new bridge over the Elorn River (France)
|Barlet, Guy Jacques
||Organization of the Pont de Normandie GIE Consortium
|Beard, Andrew S.
||The Lantau fixed crossing (Hong Kong)
||A new cable-stayed bridge with prestressed concrete girder over the Danube near Tulln (Austria)
||Cable-stayed bridge upon Alzette (Luxembourg)
||The project for the bridge over Messina Straits
||New ideas in USA cable-stayed bridge design: the Owensboro bridge (USA)
||The cable-stayed railway bridge over the Po river (Italy)
||A new Spanish suspension bridge (Elche bridge)
||Some innovative cable-stayed bridges
||Montage et gestion technique du projet
|Duc, Tri Van
||The incremental launching method of the Pont de Normandie approach viaducts
||Development of suspension bridges. Japanese experience with emphasis on the Akashi Kaiko Bridge
||Design and study of the Tsurumi Fairway bridge (Japan)
|Fernandes, J. A.
||Observation of two cable-stayed bridges in Algarve (Guadiana bridge, Arade bridge) (Portugal)
|Firth, Ian P. T.
||The replacement and transformation of the Wye bridge cable system (England)
||The strengthening and refurbishment of the Severn suspension bridge (England)
||Contractors' general design and organization of the Pont de Normandie Consortium (GIE)
|Freeman, Ralph Anthony
||Two major cable-stayed bridges in Asia: Vidyasagar (second Hoogly Bridge), Calcutta and Rama IX, Bangkok
||Steel cable-stayed bridges - with emphasis on Japanese bridges
||The Normandy Bridge stays
|Gimsing, Niels J.
||Suspended bridges with very long spans
||A unique three plane railway / highway concrete open section cable-stayed bridge over Parana, downstream of Jupia Dam, Brazil
||Skarnsundet Bridge (Norway)
||The Rhine bridge at Köln-Rodenkirchen. Widening and reconstruction of an existing suspension bridge (Germany)
||Cable-stayed bridge for high speed rail in Taiwan
||The stress-strain analysis during construction of three cable-stayed prestressed concrete bridges (river Elba crossing bridge near Podebrady, bridge over the railway station in Prague, bridge over the lake Jordan near Tabor) (Slovakia)
||Erection of the steel structure for the Askoy suspension bridge (Norway)
||Helgeland bridge, a slender concrete cable-stayed bridge located in a severe environment (Norway)
|Jörgensen, Gerner Rörsö
||Höga Kusten Bridge (Sweden)
||Design and construction of Ikarajima bridge (Japan)
|King Revelo, Carlos
||The cable-stayed bridges of the Mexico-Acapulco highway (Mezcala bridge, El Canon bridge, El Zapote bridge, Quetzalapa bridge)
||Pont de Zaltbommel, Pays-Bas - Développement d'une variante d'entreprise
||3000 mètres: we can make it !
|Le Mao, Jean-Louis
||Building the Normandy Bridge. Construction of the two pylons
|Loizias, Marcos P.
||The Maysville concrete cable-stayed bridge over Ohio river (USA)
|Madsen, Bent S.
||Manufacture and erection of the steel main span
|Manterola Armisén, Javier
||Cable-stayed concrete bridges
||Les ponts à câbles: des origines à la conquête des grandes portées
||Some aspects of the design of second Severn crossing, cable-stayed bridge (UK)
||Aerodynamic / structural improvement against flutter instability of super-long suspension bridges
||Importance of wind load in buckling instability of super-long cable-stayed bridges
||Résultats d'analyse pour la conception des ponts de très grande portée
||Design and construction of two cable-stayed bridges in Bolivia: Las Americas bridge and Santa Rosa
||Crossing the Isère River by the A49 motorway (France)
||Development of box cross-sections of girders in extremely long-span cable-stayed bridges
||Comparison of different cable systems on the static and coupled flutter characteristics of a 3000m class suspension bridge
|Ostenfeld, Klaus H.
||From Little Belt to Great Belt
|Petrangeli, Mario P.
||Wadi Dib bridge (Algeria)
||Socorridos bridge: a cable-panel stayed concept
||Present and future developments in cable-supported bridge technology using new materials
||The Kap Shui Mun bridge at Hong Kong
||Aesthetics and structural performance of cable-supported bridges
||A suspended pedestrian bridge crossing the Neckar river near Stuttgart (Germany)
||Rehabilitation of the Williamsburg bridge superstructure (USA)
||Pedestrian bridge across the Swiss bay of Vranov Lake (Czech Republic)
||Building the Normandy Bridge: the concrete cantilevers
|Svensson, Holger S.
||The Twin cable-stayed Baytown bridge (USA)
||Cable-stayed bridges in the United States
||Composite cable-stayed bridges
|Thorsen, Niels E.
||The design of steel parts
|Vestergaard Larsen, Soren
||Static and dynamic behaviour of cable-supported bridges with small width-to-span ratios
||Design of Kärkistensalmi bridge (Finland)
||Design of the Normandy Bridge
||Development of modern cable-stayed bridges
||Hybrid suspension systems for very long span bridges: aerodynamic analysis and cost estimates
||Glebe Island bridge - Australia's new cable-stayed bridge (Australia)
||A proposal for deep undersea foundations for future large suspension bridges
||Cable-stayed bridges in China