||Emergency rehabilitation of the Zárate-Brazo Largo Bridges, Argentina
|Astiz, Miguel A.
||Evolution of design trends in cable-stayed bridges
||Cable finite element of high accuracy
||Sunniberg Bridge, Klosters, Switzerland
||Ting Kau cable-stayed bridge: challenges in the construction process
||Design of girder and cables for train loads
|Bloomstine, Matthew L.
||The Faroe cable-stayed bridge - Maintenance experience with major components
||Development of new stay cable dampers
|Braestrup, Mikael W.
||Cable-stayed GFRP (Glass Fibre Reinforced Plastic) footbridge across railway line
||Computer based optimising of the tensioning of cable-stayed bridges
||Deformability of long-span cable-stayed bridges for railways
|Byers, David D.
||Comparison of slab participation: assumed for design vs. FEA (Finite Element Analysis)
||Charles River Crossing: a gateway to Boston
||The innovative William Natcher cable-stayed bridge
||A new method to assign initial forces for prestressed concrete cable-stayed bridges
||Composite structures in the Øresund Bridge
||Design and construction of a CFRP (Carbon Fibre Reinforced Polymer) cable-stayed footbridge
||The Val-Benoit cable-stayed bridge
|Cruz, João Sérgio
||A new model for cable-stayed bridges control and adjustment
||Dynamic tests on Vasco da Gama cable-stayed bridge
|de Boer, A.
||Probabilistic FE Anazlysis of a cable-stayed composite bridge
||Active tendon actuators for cable-stayed bridge
|El Kady, H. M.
||Damping characteristics of Carbon Fiber Composite Cables for application in cable-stayed bridges
||The Øresund Bridge: Project development from competition to construction
||Erection of the Uddevalla bridge
|Fan, L. C.
||New developments of erection control for prestressed concrete cable-stayed bridges
|Firth, Ian P. T.
||The design and construction of Lockmeadow footbridge, Maidstone
||The Øresund stay cables: design for fatigue resistance and easy maintenance
||Dynamic characteristics of two newly constructed curved cable-stayed bridges
||Comfort criteria for high speed trains on the Øresund Bridge
||The Øresund Bridge: The tender project
|Gimsing, Niels J.
||History of Cable-stayed bridges
||Second monitoring and surveillance of the response of a cable-stayed bridge
|González, José L.
||Fatigue reliability evaluation of cables in cable-stayed bridges. Case study: the Sama de Langreo Bridge, Spain
|Hague, Steven T.
||Seismic design for the Cape Girardeau cable-stayed bridge
||Construction control practice for Panyu Cable-stayed bridge
||Detailed design of the cable stayed bridge for the Øresund link
|Hemmert Halswick, Arnold
||Corrosion protection of locked coil ropes at road bridges
||Stay cable technology: overview
|Jensen, J. Laigaard
||Design of structural monitoring systems
||Nonlinear dynamic analysis of cable-stayed bridges excited by moving vehicles
|Larose, Guy L.
||Rain / wind induced vibrations of parallel stay cables
|Larsen, Søren V.
||Aerodynamic performance of cable-supported bridges with large span-to-width ratios
|Loizias, Marcos P.
||Developments in concrete cable-stayed bridges in the United States
||Build a link - Goals, principles, strategies and results
||Structural countermeasures for design of a very long-span cable-stayed bridge under wind loads
||Experimental analysis of the active tendon control of a large-scale cable-stayed bridge mock-up
||Accuracy control on the construction of Tatara Bridge
||Stay adjustment: from design perspective to on site practice
||Aerodynamic and structural dynamic control system of cable-stayed bridge for wind induced vibration
||The super high damping rubber damper on the stay-cables of Meiko East Bridge
||Identification of minimum width-to-span ration of long-span cable-stayed bridges based on lateral torsional buckling and flutter analysis
||Getting the balance right. The Øresund Bridge - Design concept
||Design coordination of a design-build project
||Bridge consolidation by using cable-stayed method
||Active tendon control of cable-stayed bridges: control strategy and actuator design
||Swietokrzyski Bridge, Warsaw
||Rehabilitation of the Luangwa Bridge, Zambia
||Cable-stayed bridges for urban spaces
||CFRP tendons - Development and testing
||Cable-stayed bridges with special features
||The design of the Zwolle cable-stayed bridge - Integrating engineering with aesthetics
||An innovative technique for fitting trackwork alignments through the railway envelope of a cable-stayed bridge
||Cable-stayed bridge in Bandung, Indonesia
||Vibration control of stay cables
||Seismic response of partially earth-anchored cable-satyed bridge
||Field observation on aerodynamic response of Meiko West Bridge
||From Eurocodes, special investigations and risks analysis to design requirements from the Øresund coast to coast structures
|Svensson, Holger S.
||The development of composite cable-stayed bridges
|Sørensen, Lars T.
||The Øresund bridge: Erection of the cable-stayed main span
||The lifting, transport and placing of the Øresund pylon caissons
||Yamuna cable-stayed bridge at Allahabad / Naini, India
||Bridges with spatial cable systems - Theoritical and experimental studies
||Bridges with multiple cable-stayed spans
||Some aspects of the design of Martwa Wisla River bridge in Gdansk
||A method for the creep analysis of composite cable-stayed bridges
||Retrospect & prospect of cable-stayed bridges in China
||Application of simultaneous identification of tension and flexural rigidity at once to the bridge cables
||Field observation and vibration test of the Tatara Bridge