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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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Divers
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14
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Rubrique: Bridges
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21
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Rubrique: Plenary session: Honshu-Shikoku bridges. Keynote lectures
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21
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Article: Technical advances in the Honshu-Shikoku bridges
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23
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Article: Very long span bridges: concepts, materials and methods
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35
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Rubrique: Working session: Honshu-Shikoku bridges. Papers and posters
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49
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Article: Wind-resistant design of cables for the Tatara bridge
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51
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Article: Vibration control of the main towers of the Akashi Kaikyo bridge
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57
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Article: Design and construction of the Akashi Kaikyo bridge's superstructure
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63
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Article: Construction of Akashi Kaikyo bridge foundation
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69
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Article: Erection of the Tatara bridge's superstructure
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75
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Article: Future trans-strait road projects and technological issues
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81
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Article: New types of undersea foundations for next generation projects
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87
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Article: Prevention of thermal cracking in the anchorage of the Akashi Kaikyo bridge
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93
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Article: Construction of the Kurushima bridge
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95
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Article: Full model wind tunnel test of the Akashi Kaikyo bridge
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97
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Article: Results of monitoring and simulation analyses for deep excavation
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99
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Rubrique: Plenary session: Long-span bridges. Keynote lectures
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101
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Article: Long span cable supported bridges: present technology and trends
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103
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Article: Aerodynamic design of very long-span suspension bridges
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115
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Rubrique: Working session: Innovative design of bridges. Papers and Posters
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129
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Article: A new solution proposal for a long-span bridge
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131
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Article: Applicability of Dischinger-type to ultra-long span bridges
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137
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Article: Beyond the limits of erection activities
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143
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Article: Long-span composite cable-stayed bridge with new hybrid girder
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149
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Article: A new movable floating bridge project in Osaka city
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155
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Article: New control method for flutter suppression of long-span bridges
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161
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Article: Aseismic design of the Akashi Kaikyo bridge
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167
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Article: Earthquake protective design for super-long-span bridges
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173
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Article: Noise and vibration induced by train: the case of the Messina bridge
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179
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Article: New conceptual design for a cable-stayed bridge in Poland
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185
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Article: Composite suspension bridge tower with concrete filled double steel walls
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187
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Article: Application of gravity base structure technology to bridge substructures
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189
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Article: Ultimate strength and ductility of PC beams with external tendons
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191
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Article: Aerial spinning for intermediate span narrow suspension bridges
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193
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Article: Prestressed concrete bridge with tendons of large eccentricities
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195
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Rubrique: Working session: Environmental actions on bridges. Papers and posters
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197
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Article: Wind tunnel experiments with active control of bridge section model
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199
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Article: Wind vibrations and damping systems for stay cables
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205
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Article: Coupled flutter behaviour of ultra long-span suspension bridges
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211
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Article: Field measurements of a 1210 m span suspension bridge during erection
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217
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Article: Normandie bridge: wind measurements and validation of previsional studies
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223
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Article: The future Fehmarn Belt Link
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229
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Article: Optimisation of life-cycle costs of concrete structures
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235
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Article: Earthquake damage of prestressed concrete viaduct structures
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241
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Article: Vertical component of earthquake motion and inelastic response of RC piers
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247
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Article: Reconstruction of the Benten Viaduct after the 1995 earthquake
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253
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Article: Heaving branch coupled flutter for long span bridge
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259
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Article: Long term performance of anti-corrosion method using titanium clad steel
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265
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Article: Effects of the Hyogo-Ken-Nanbu earthquake on the Akashi Kaikyo bridge
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267
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Article: Configuration analysis of a self-anchored suspension bridge
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269
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Article: Seismic behaviour of long-span cable-stayed bridges
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271
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Rubrique: Working session: Bridge design issues. Papers and posters
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273
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Article: Vibration measurement of Tsing Ma bridge deck units during erection
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275
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Article: Static and dynamic instability analyses of 1400-meter long-span cable-stayed bridges
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281
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Article: On the limit span of cable-stayed structures
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287
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Article: Assessment and strengthening of two cantilever-type concrete bridges
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293
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Article: Study on stress transfer mechanism of hybrid rigid-frame bridge
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299
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Article: Interaction of moving mass in dynamic analysis of bridges
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305
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Article: System fatigue assessment of orthotropic steel bridge decks
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311
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Article: Computer-aided wind engineering of long-span bridges
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317
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Article: Aerodynamic instability of long-span cable-stayed bridges
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323
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Article: Steel and hybrid stress-ribbon pedestrian bridges
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329
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Article: Damping characteristics of long-span suspension bridges
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335
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Article: Corrosion protection for the main cables of suspension bridges
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341
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Article: Computer-aided bridge design and selection of construction methods using fuzzy logic
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347
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Article: A proposal in steel arch bridge design: the stayed lonely arch-rib
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353
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Article: A large arch bridge using concrete filled steel tubular
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361
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Article: Study of cable-stayed bridges for pipelines
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367
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Article: Repair and strengthening of slabs using bonded concrete overlays
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373
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Article: Hydraulic lifting of steel box-girders for Humen bridge
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375
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Article: Heat straightening: an unpopular method of repair of steel bridges
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377
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Article: Construction of a V-shaped rigid-frame bridge with high piers
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379
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Article: Aramid fibers used for bridge repair and strengthening
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381
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Article: Estimation of the remaining fatigue life of a railway bridge
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383
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Article: Retrofit of corroded splice plates using epoxy glued escort plates
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385
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Article: Shear stress distribution in conrete/FRP interface
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387
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Article: Dynamic response of a full scale tested bridge
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389
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Article: Effect of deviators in long-span beams strengthened by external tendons
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391
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Article: Importance of higher strength steel wire in ultra long span designs
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393
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Rubrique: Working session: Case studies of bridges. Papers and posters
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395
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Article: Study on wind resistant design of super long-span bridges
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397
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Article: Cable supported bridge under movement of foundation due to earthquake
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403
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Article: The Ting Kau Bridge in Hong Kong
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409
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Article: Very long suspension bridges using the temporary mass method
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415
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Article: Aerodynamic stabilisation for super long-span suspension bridges
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421
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Article: Stochastic modelling of traffic loads for long-span bridges
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427
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Article: Höga Kusten Bridge: main cable anchorages and pylon foundations
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435
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Article: In service modelling of the Humber Bridge
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441
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Article: Comparative investigations of suspension bridges and cable-stayed bridges for spans exceeding 1000 m
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447
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Article: Comparison of numerical and physical models for bridge deck aeroelasticity
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453
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Article: The Oeresund Bridge
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459
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Article: Sunningesund cable-stayed bridge
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465
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Article: Great Belt East Bridge: aerial spinning of the main cables
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471
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Article: Great Belt East Bridge 1624 m suspension bridge substructure
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477
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Article: Study of a new structural type for prestressed concrete bridges
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483
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Article: Poole Harbour Bridge: innovation in cable stayed bridge design
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489
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Article: The exceptional structure of the Rion Bridge in Greece
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495
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Article: Controlling methods of bridge lauching process
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501
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Article: New building technology for prestressed concrete structures
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507
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Article: Best cross stay location for super long span suspension bridge
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513
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Article: The Öresund Link: bridges for rail and road traffic
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515
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Article: Super long-span suspension bridge with 3-chord truss and 3 cables
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517
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Article: Aerodynamic stability of suspension bridge with open grating deck
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519
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Article: Jiangyin Yangtze Highway Bridge: foundations' construction
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521
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Article: Ten years' maintenance of Seto Ohashi Bridges
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523
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Article: Erection of long-span suspension bridges by direct hoisting method
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525
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Article: Anti-washout concrete and highly workable concrete
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527
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Article: Construction work under low-frequency horizontal motions
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529
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Article: Tsugaru Strait Bridge
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531
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Article: New system for aerodynamic stability of suspension bridge
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533
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Article: Seismic and safety design criteria for expansion joints
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535
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Article: Super long-span bridge with 2-box and 1-box combined girder
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537
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Article: Planning and construction of the first cable-stayed bridge in Indonesia
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539
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Article: Cable-stayed bridge with a single pylon in the Czech Republic
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541
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Article: Cable mounted bridges: a new approach in construction of long bridges
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543
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Article: Static issues in long-span suspension bridge design
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545
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Article: Ultimate behaviour and strength of long-span suspension bridges
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547
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Article: Design of the road/railway bridge accross the Oeresund
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549
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Rubrique: Tall buildings
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551
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Rubrique: Plenary session: High-rise buildings. Keynote lectures
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551
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Article: Architecture and urban responsibility in high-rise design
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553
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Article: Building where they said it couldn't be done!
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561
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Rubrique: Working session: High-rise buildings and towers. Papers and posters
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573
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Article: Simplified model for wind speed/height relationship and design of high rise structures
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575
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Article: Design seismic motions and wind loads for 1000 m high, 1000 year use building
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581
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Article: Wind velocity and building reactions of high-rise structures
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587
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Article: Structural impact on the environment: aesthetics
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593
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Article: Are there intelligent options in skyscraper design?
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599
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Article: High-rise tubes for solar chimneys
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605
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Article: Applications of damage-controlled structure to diagonal lattice tube building
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613
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Article: Unique structural engineering solutions for China's tallest building
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619
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Article: High-rise condominium with concrete filled steel tubular column and visco-elastic damper
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625
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Article: The concept of the parts oriented production system
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631
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Article: Performance of framed-tube structures under vertical forces
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637
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Article: Loss of workability of superplasticized concrete in high rise construction
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639
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Article: Again, shear failure of RC columns in 1995 Kobe earthquake
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641
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Article: Seismic and wind actions on the Asinelli Tower in Bologna
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643
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Article: Seismic upgrade by base isolation system and visco-elastic damper
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645
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Article: Anti-seismic behaviour of a multi-tower building model
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647
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Article: Ductility design of earthquake resistant high-rise RC building
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649
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Article: Analysis and design of a high-rise reinforced concrete structure
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651
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Rubrique: Working session: Innovative design against vibration of tall buildings. Papers
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653
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Article: Deformation behaviour of base-isolated buildings in near-fault earthquake
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655
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Article: Active structural seismic control including ground rigidity effects
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661
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Article: Experimental study on isolation system with friction damping
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667
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Article: Damage control design based on hysterisis damping effect
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673
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Article: Damage control design based on attenuation mechanism by unbonded brace
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679
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Article: Design S-N curves for axial fatigue of spiral strands
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685
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Article: Welded high strength low alloy steels in seismic design
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691
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Rubrique: Long-span roofs
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697
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Rubrique: Plenary session: Long-span roofs. Keynote Lectures
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697
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Article: Role of string: aesthetics and technology of tension structures
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699
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Article: Long-span roofs: how to reconcile efficieny with least costs
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711
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Rubrique: Working session: Long-span roofs, underground and marine structures. Papers and posters
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723
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Article: Structural design of the Osaka Dome
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725
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Article: Structural design of large-span single layer latticed dome
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731
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Article: Nagano Olympic Memorial Arena: design and construction
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737
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Article: Structural design and construction of the wins garden plaza
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743
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Article: Bangkok International Trade and Exihibition Center: large-scale suspended roof
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749
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Article: Large span floor beams with web openings
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755
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Article: New design of the France-Japan friendship monument
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761
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Article: Earthquake response of elevated storage tanks
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767
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Article: Design and construction of the world's largest LNG underground tank
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773
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Article: Construction of a huge marine structure in Japan
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779
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Article: Submmerged floating tubes with free spans over 4000 m
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785
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Rubrique: General aspects
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787
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Rubrique: Working session: Innovation design and structural materials. Papers and posters
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787
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Article: Seismic responses of variable stiffness semi-active control system
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789
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Article: Investigation on the statical characteristics of beam-to-column connections
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795
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Article: Ductile performance of RC columns in high-rise buildings
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801
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Article: Seismic behaviour of steel encased reinforced concrete columns
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807
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Article: Ultimate strength and collapse mechanism of composite frames under seismic loading
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813
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Article: Advanced composites for earthquake resistant structures
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819
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Article: Use of I-beams in slim floor construction
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825
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Article: Serviceability of buildings subjected to seismic excitations
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831
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Article: Zarate - Brazo Largo Bridges: stay cable damages and rehabilitation
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837
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Article: Suitability of recycled aggregate concrete in high-rise construction
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843
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Article: Reconstruction of a department store damaged in the 1995 earthquake
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845
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Article: Coating technology for maitenance and architectural applications
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847
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Rubrique: Working session: Assessment by analysis and experiment. Papers and posters
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849
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Article: Three-dimensional response spectrum analysis for multicomponent seismic excitation
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851
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Article: Small strain non-linear relations for 3D space beam systems
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857
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Article: The finite strip method in computational engineering
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863
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Article: Strength optimisation and crack resistance of RC structures
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869
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Article: Knowledge-based system for dynamic analysis and design of structures
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875
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Article: Monitoring the big bridges across the Danube in Austria
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881
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Article: Dynamic tests and monitoring of a highway bridge over the Danube
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887
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Article: Reconstruction design for PC girders damaged by the Kobe Earthquake
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893
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Index: IABSE reports
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895
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