| Andersen, Erik |
Emergency rehabilitation of the Zárate-Brazo Largo Bridges, Argentina |
698-706 |
| Astiz, Miguel A. |
Evolution of design trends in cable-stayed bridges |
75-85 |
| Aupérin, Michel |
Cable finite element of high accuracy |
204-210 |
| Baumann, Karl |
Sunniberg Bridge, Klosters, Switzerland |
211-223 |
| Bergman, Don |
Ting Kau Cable Stayed Bridge: Challenges in the Construction Process |
158-168 |
| Bitsch, Miels |
Design of girder and cables for train loads |
491-500 |
| Bloomstine, Matthew L. |
The Faroe cable-stayed bridge - Maintenance experience with major components |
688-697 |
| Bournand, Yves |
Development of new stay cable dampers |
559-566 |
| Braestrup, Mikael W. |
Cable-stayed GFRP Footbridge across Railway Line |
152-157 |
| Bruer, Arne |
Computer based optimising of the tensioning of cable-stayed bridges |
64-74 |
| Bruno, Domenico |
Deformability of long-span cable-stayed bridges for railways |
527-532 |
| Byers, David D. |
Comparison of slab participation: assumed for design vs. FEA (Finite Element Analysis) |
354-363 |
| Chandra, Vijay |
Charles River Crossing: a gateway to Boston |
177-185 |
| Chandra, Vijay |
The innovative William Natcher cable-stayed bridge |
46-54 |
| Chen, Dewei |
A Method To Assign Initial Cable Forces For Prestressed Concrete Cable-Stayed Bridges |
114-123 |
| Christensen, Henrik |
Composite structures in the Øresund Bridge |
392-396 |
| Christoffersen, Jens |
Design and Construction of a CFRP Cable Stayed Footbridge |
135-144 |
| Cremer, Jean-Marie |
The Val-Benoit cable-stayed bridge |
273-282 |
| Cruz, João Sérgio |
A new model for cable-stayed bridges control and adjustment |
194-203 |
| Cunha, Alvaro |
Dynamic tests on Vasco da Gama cable-stayed bridge |
725-734 |
| de Boer, A. |
Probabilistic FE Anazlysis of a cable-stayed composite bridge |
374-382 |
| Dumoulin, Claude |
Active tendon actuators for cable-stayed bridge |
533-540 |
| El Kady, H. M. |
Damping characteristics of Carbon Fiber Composite Cables for application in cable-stayed bridges |
551-558 |
| Falbe-Hansen, Klaus |
The Øresund Bridge: Project development from competition to construction |
409-416 |
| Faller, Petter |
Erection of the Uddevalla Bridge |
145-151 |
| Fan, L. C. |
New developments of erection control for prestressed concrete cable-stayed bridges |
253-262 |
| Firth, Ian P. T. |
The design and construction of Lockmeadow footbridge, Maidstone |
186-193 |
| Fuzier, Jean-Philippe |
The Øresund stay cables: design for fatigue resistance and easy maintenance |
735-739 |
| Gentile, Carmelo |
Dynamic characteristics of two newly constructed curved cable-stayed bridges |
651-661 |
| Gimsing, Jørgen |
Comfort criteria for high speed trains on the Øresund Bridge |
511-516 |
| Gimsing, Jørgen |
The Øresund Bridge: The tender project |
427-434 |
| Gimsing, Niels J. |
History of Cable-stayed bridges |
8-24 |
| Gomez, Roberto |
Second monitoring and surveillance of the response of a cable-stayed bridge |
715-724 |
| González, José L. |
Fatigue reliability evaluation of cables in cable-stayed bridges. Case study: the Sama de Langreo Bridge, Spain |
567-577 |
| Hague, Steven T. |
Seismic design for the Cape Girardeau cable-stayed bridge |
95-103 |
| Han, Dajian |
Construction control practice for Panyu Cable-stayed bridge |
283-290 |
| Hauge, Lars |
Detailed design of the cable stayed bridge for the Øresund link |
442-449 |
| Hemmert Halswick, Arnold |
Corrosion protection of locked coil ropes at road bridges |
586-595 |
| Ito, Manabu |
Stay cable technology: overview |
481-490 |
| Jensen, J. Laigaard |
Design of structural monitoring systems |
678-687 |
| Karoumi, Raid |
Nonlinear dynamic analysis of cable-stayed bridges excited by moving vehicles |
517-526 |
| Larose, Guy L. |
Rain/wind induced vibrations of parallel stay cables |
301-311 |
| Larsen, Søren V. |
Aerodynamic performance of cable-supported bridges with large span-to-width ratios |
234-243 |
| Loizias, Marcos P. |
Developments in concrete cable-stayed bridges in the United States |
35-45 |
| Lundhus, Peter |
Build a link - Goals, principles, strategies and results |
397-408 |
| Maeda, Ken-Ichi |
Structural countermeasures for design of a very long-span cable-stayed bridge under wind loads |
224-233 |
| Magonette, Georges |
Experimental analysis of the active tendon control of a large-scale cable-stayed bridge mock-up |
596-605 |
| Manabe, Yasuhito |
Accuracy control on the construction of Tatara Bridge |
322-331 |
| Marchetti, Michel |
Stay adjustment: from design perspective to on site practice |
123-124 |
| Miyazaki, Masao |
Aerodynamic and structural dynamic control system of cable-stayed bridge for wind induced vibration |
86-94 |
| Mizoe, Minoru |
The super high damping rubber damper on the stay-cables of Meiko East Bridge |
578-585 |
| Nagai, Masatsugu |
Identification of minimum width-to-span ration of long-span cable-stayed bridges based on lateral torsional buckling and flutter analysis |
55-63 |
| Nissen, Jorgen |
Getting the balance right. The Øresund Bridge - Design concept |
417-426 |
| Olofsson, Ingvar |
Design coordination of a design-build project |
450-455 |
| Popa, Victor |
Bridge consolidation by using cable-stayed method |
631-640 |
| Preumont, A. |
Active tendon control of cable-stayed bridges: control strategy and actuator design |
613-622 |
| Pulkkinen, Pekka |
Swietokrzyski Bridge, Warsaw |
312-316 |
| Reinholdt, Peter |
Rehabilitation of the Luangwa Bridge, Zambia |
672-677 |
| Reis, António |
Cable-stayed bridges for urban spaces |
104-113 |
| Roos, Frank |
CFRP tendons - Development and testing |
623-630 |
| Schlaich, Jörg |
Cable-stayed bridges with special features |
467-480 |
| Sham, Robin |
The design of the Zwolle cable-stayed bridge - Integrating engineering with aesthetics |
317-321 |
| Sham, Robin |
An innovative technique for fitting trackwork alignments through the railway envelope of a cable-stayed bridge |
501-510 |
| Sharpe, Alan |
Cable-stayed bridge in Bandung, Indonesia |
244-252 |
| Stubler, Jérôme |
Vibration control of stay cables |
606-612 |
| Sugiyama, Toshiyuki |
Seismic response of partially earth-anchored cable-satyed bridge |
169-176 |
| Suzuki, Yuji |
Field observation on aerodynamic response of Meiko West Bridge |
662-671 |
| Svensson, Eilif |
From Eurocodes, special investigations and risks analysis to design requirements from the Øresund coast to coast structures |
435-441 |
| Svensson, Holger S. |
The development of composite cable-stayed bridges |
344-353 |
| Sørensen, Lars T. |
The Øresund bridge: Erection of the cable-stayed main span |
456-466 |
| Trenkler, Ferdinand |
The lifting, transport and placing of the Øresund pylon caissons |
263-272 |
| Veje, Ejgil |
Yamuna cable-stayed bridge at Allahabad / Naini, India |
364-373 |
| Vejrum, Tina |
Bridges with Spatial Cable Systems - Theoritical and Experimental Studies |
124-134 |
| Virlogeux, Michel |
Bridges with multiple cable-stayed spans |
332-343 |
| Wachalski, Krzysztof |
Some aspects of the design of Martwa Wisla River bridge in Gdansk |
291-300 |
| Xia, Gan |
A method for the creep analysis of composite cable-stayed bridges |
383-391 |
| Xiang, Haifan |
Retrospect & prospect of cable-stayed bridges in China |
25-34 |
| Yamagiwa, Ichiro |
Application of simultaneous identification of tension and flexural rigidity at once to the bridge cables |
641-650 |
| Yamaguchi, Kazunori |
Field observation and vibration test of the Tatara Bridge |
707-714 |
