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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