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Pages liminaires
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1
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Préface
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3
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Table des matières
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4
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Rubrique
Keynote lectures
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10
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Article
History of cable-stayed bridges
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10
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Article
Retrospect & Prospect of cable-stayed bridges in China
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12
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Article
Bridges with multiple cable-stayed spans
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14
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Article
Cable-stayed bridges with special features
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16
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Article
Stay cable technology: overview
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18
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Rubrique
Session: Øresund
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20
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Article
Build a link: goals, principles, strategies and results
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20
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Article
The Øresund bridge: project development from competition to construction
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22
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Article
Getting the balance right: the Øresund bridge: design concept
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24
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Article
The Øresund bridge: the tender project
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26
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Article
From eurocodes, special investigations and risk analysis to design requirements for the Øresund coast to coast structures
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28
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Article
Detailed design of the cable stayed bridge for the Øresund link
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30
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Article
Design coordination of a design-build project
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32
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Article
The Øresund Bridge, erection of the cable-stayed main span
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34
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Rubrique
Session 1: Design and construction
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36
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Article
Developments in concrete cable-stayed bridges in the United States
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36
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Article
The innovative William Natcher cable-stayed bridge
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38
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Article
Identification of minimum width-to-span ratio of long-span cable-stayed bridges based on lateral torsional buckling and flutter analyses
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40
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Article
Computer based optimising of the tensioning of cable-stayed bridges
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42
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Article
Evolution of design trends in cable-stayed bridges
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44
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Article
Aerodynamic and structural dynamic control system of cable-stayed bridge for wind induced vibration
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46
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Article
Seismic design for the Cape Girardeau cable-stayed bridge
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48
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Article
Cable-stayed bridges for urban spaces
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50
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Article
A method to assign initial cable forces for prestressed concrete cable-stayed bridges
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52
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Article
Bridges with spatial cable systems: theoretical and experimental studies
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54
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Article
Design and construction of a CFRP cable stayed footbridge
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56
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Article
Erection of the Uddevalla Bridge
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58
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Article
Cable-stayed GFRP footbridge across railway line
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60
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Article
Ting Kau cable stayed bridge: challenges in the construction process
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62
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Article
Seismic response of partially earth-anchored cable-stayed bridge
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64
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Article
Charles River crossing: a gateway to Boston
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66
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Article
The design and construction of Lockmeadow Footbridge, Maidstone
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68
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Article
A new model for cable-stayed bridges control and adjustment
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70
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Article
Cable finite element of high accuracy
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72
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Article
Sunniberg Bridge, Klosters, Switzerland
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74
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Article
Structural countermeasures for design of a very long-span cable-stayed bridge under wind loads
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76
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Article
Aerodynamic performance of cable-supported bridges with large span-to-width ratios
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78
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Article
Cable stayed bridge in Badung, Indonesia
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80
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Article
New developments of erection control for prestressed concrete cable-stayed bridges
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82
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Article
The lifting, transport and placing of the Øresund pylon caissons
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84
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Article
The Val-Benoit cable-stayed bridge
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86
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Article
Construction control practice for Panyu cable-stayed bridge
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88
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Article
Some aspects of the design of Martwa Wisla River Bidge in Gdansk
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90
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Article
Rain/wind induced vibrations of parallel stay cables
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92
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Article
Swietokrzyski Bridge, Warsaw
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94
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Article
The design of the Zwolle cable-stayed bridge: integrating engineering with aesthetics
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96
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Article
Accuracy control on the construction of Tatara Bridge
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98
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Rubrique
Session 2: Composite structures
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100
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Article
The development of composite cable-stayed bridges
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100
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Article
Comparison of slab participation: assumed for design vs. FEA
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102
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Article
Yamuna cable stayed bridge at Allahabad/Naini, India
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104
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Article
Probabilistic FE analysis of a cable-stayed composite bridge
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106
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Article
A method for the creep analysis of composite cable-stayed bridges
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108
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Article
Composite structures in the Øresund Bridge
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110
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Rubrique
Session 3: Cable-stayed bridges for railways
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112
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Article
Design of girder and cables for train loads
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112
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Article
An innovative technique for fitting trackwork alignments through the railway envelope of a cable-stayed bridge
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114
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Article
Comfort criteria for high speed trains on the Øresund Bridge
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116
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Article
Nonlinear dynamic analysis of cable-stayed bridges excited by moving vehicles
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118
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Article
Deformability of long-span cable-stayed bridges for railways
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120
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Rubrique
Session 4: Stay cable technology
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121
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Article
Active tendon actuators for cable-stayed bridge
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121
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Article
Stay adjustment: from design perspective to on site practice
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123
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Article
Damping characteristics of carbon fiber composite cables for application in cable-stayed bridges
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125
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Article
Development of new stay cable dampers
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127
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Article
Fatigue reliability evaluation of cables in cable-stayed bridges: case study: the Sama de Langreo Bridge
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129
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Article
The super high damping rubber damper on the stay-cables of Meiko East Bridge
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131
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Article
Corrosion protection of locked coil ropes at road bridges
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133
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Article
Experimental analysis of the active tendon control of a large-scale cable-stayed bridge mock-up
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135
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Article
Vibration control of stay cables
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137
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Article
Active tendon control of cable-stayed bridges: control strategy and actuator design
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139
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Article
CFRP-tendons - development and testing
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141
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Rubrique
Session 5: Observation, maintenance and repair
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143
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Article
Bridge consolidation by using cable-stayed method
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143
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Article
Application of simultaneous identification of tension and flexural rigidity at once to the bridge cables
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145
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Article
Dynamic characteristics of two newly constructed curved cable-stayed bridges
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147
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Article
Field observation on aerodynamic response of Meiko West Bridge
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149
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Article
Rehabilitation of the Luangwa Bridge
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151
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Article
Design of structural monitoring systems
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153
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Article
The Faroe cable-stayed bridge: maintenance experience with major components
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155
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Article
Emergency rehabilitation of the Zárate-Brazo Largo Bridges, Argentina
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157
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Article
Field observation and vibration test of the Tatara Bridge
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159
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Article
Second monitoring and surveillance of the response of a cable-stayed bridge
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161
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Article
Dynamic tests on Vasco da Gama cable-stayed bridge
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163
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Article
The Øresund stay cables: design for fatigue resistance and easy maintenance
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165
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Divers
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167
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Index
IABSE reports
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169
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