ETH Zurich

E–Periodica Schweizer Zeitschriften online. Revues suisses en ligne. Swiss journals online.

Zeitschrift
Band 79 (1998)
Titelseiten 1
Vorwort 3
Inhaltsverzeichnis 4
Sonstiges 14
Rubrik: Bridges 21
Rubrik: Plenary session: Honshu-Shikoku bridges. Keynote lectures 21
Artikel: Technical advances in the Honshu-Shikoku bridges 23
Artikel: Very long span bridges: concepts, materials and methods 35
Rubrik: Working session: Honshu-Shikoku bridges. Papers and posters 49
Artikel: Wind-resistant design of cables for the Tatara bridge 51
Artikel: Vibration control of the main towers of the Akashi Kaikyo bridge 57
Artikel: Design and construction of the Akashi Kaikyo bridge's superstructure 63
Artikel: Construction of Akashi Kaikyo bridge foundation 69
Artikel: Erection of the Tatara bridge's superstructure 75
Artikel: Future trans-strait road projects and technological issues 81
Artikel: New types of undersea foundations for next generation projects 87
Artikel: Prevention of thermal cracking in the anchorage of the Akashi Kaikyo bridge 93
Artikel: Construction of the Kurushima bridge 95
Artikel: Full model wind tunnel test of the Akashi Kaikyo bridge 97
Artikel: Results of monitoring and simulation analyses for deep excavation 99
Rubrik: Plenary session: Long-span bridges. Keynote lectures 101
Artikel: Long span cable supported bridges: present technology and trends 103
Artikel: Aerodynamic design of very long-span suspension bridges 115
Rubrik: Working session: Innovative design of bridges. Papers and Posters 129
Artikel: A new solution proposal for a long-span bridge 131
Artikel: Applicability of Dischinger-type to ultra-long span bridges 137
Artikel: Beyond the limits of erection activities 143
Artikel: Long-span composite cable-stayed bridge with new hybrid girder 149
Artikel: A new movable floating bridge project in Osaka city 155
Artikel: New control method for flutter suppression of long-span bridges 161
Artikel: Aseismic design of the Akashi Kaikyo bridge 167
Artikel: Earthquake protective design for super-long-span bridges 173
Artikel: Noise and vibration induced by train: the case of the Messina bridge 179
Artikel: New conceptual design for a cable-stayed bridge in Poland 185
Artikel: Composite suspension bridge tower with concrete filled double steel walls 187
Artikel: Application of gravity base structure technology to bridge substructures 189
Artikel: Ultimate strength and ductility of PC beams with external tendons 191
Artikel: Aerial spinning for intermediate span narrow suspension bridges 193
Artikel: Prestressed concrete bridge with tendons of large eccentricities 195
Rubrik: Working session: Environmental actions on bridges. Papers and posters 197
Artikel: Wind tunnel experiments with active control of bridge section model 199
Artikel: Wind vibrations and damping systems for stay cables 205
Artikel: Coupled flutter behaviour of ultra long-span suspension bridges 211
Artikel: Field measurements of a 1210 m span suspension bridge during erection 217
Artikel: Normandie bridge: wind measurements and validation of previsional studies 223
Artikel: The future Fehmarn Belt Link 229
Artikel: Optimisation of life-cycle costs of concrete structures 235
Artikel: Earthquake damage of prestressed concrete viaduct structures 241
Artikel: Vertical component of earthquake motion and inelastic response of RC piers 247
Artikel: Reconstruction of the Benten Viaduct after the 1995 earthquake 253
Artikel: Heaving branch coupled flutter for long span bridge 259
Artikel: Long term performance of anti-corrosion method using titanium clad steel 265
Artikel: Effects of the Hyogo-Ken-Nanbu earthquake on the Akashi Kaikyo bridge 267
Artikel: Configuration analysis of a self-anchored suspension bridge 269
Artikel: Seismic behaviour of long-span cable-stayed bridges 271
Rubrik: Working session: Bridge design issues. Papers and posters 273
Artikel: Vibration measurement of Tsing Ma bridge deck units during erection 275
Artikel: Static and dynamic instability analyses of 1400-meter long-span cable-stayed bridges 281
Artikel: On the limit span of cable-stayed structures 287
Artikel: Assessment and strengthening of two cantilever-type concrete bridges 293
Artikel: Study on stress transfer mechanism of hybrid rigid-frame bridge 299
Artikel: Interaction of moving mass in dynamic analysis of bridges 305
Artikel: System fatigue assessment of orthotropic steel bridge decks 311
Artikel: Computer-aided wind engineering of long-span bridges 317
Artikel: Aerodynamic instability of long-span cable-stayed bridges 323
Artikel: Steel and hybrid stress-ribbon pedestrian bridges 329
Artikel: Damping characteristics of long-span suspension bridges 335
Artikel: Corrosion protection for the main cables of suspension bridges 341
Artikel: Computer-aided bridge design and selection of construction methods using fuzzy logic 347
Artikel: A proposal in steel arch bridge design: the stayed lonely arch-rib 353
Artikel: A large arch bridge using concrete filled steel tubular 361
Artikel: Study of cable-stayed bridges for pipelines 367
Artikel: Repair and strengthening of slabs using bonded concrete overlays 373
Artikel: Hydraulic lifting of steel box-girders for Humen bridge 375
Artikel: Heat straightening: an unpopular method of repair of steel bridges 377
Artikel: Construction of a V-shaped rigid-frame bridge with high piers 379
Artikel: Aramid fibers used for bridge repair and strengthening 381
Artikel: Estimation of the remaining fatigue life of a railway bridge 383
Artikel: Retrofit of corroded splice plates using epoxy glued escort plates 385
Artikel: Shear stress distribution in conrete/FRP interface 387
Artikel: Dynamic response of a full scale tested bridge 389
Artikel: Effect of deviators in long-span beams strengthened by external tendons 391
Artikel: Importance of higher strength steel wire in ultra long span designs 393
Rubrik: Working session: Case studies of bridges. Papers and posters 395
Artikel: Study on wind resistant design of super long-span bridges 397
Artikel: Cable supported bridge under movement of foundation due to earthquake 403
Artikel: The Ting Kau Bridge in Hong Kong 409
Artikel: Very long suspension bridges using the temporary mass method 415
Artikel: Aerodynamic stabilisation for super long-span suspension bridges 421
Artikel: Stochastic modelling of traffic loads for long-span bridges 427
Artikel: Höga Kusten Bridge: main cable anchorages and pylon foundations 435
Artikel: In service modelling of the Humber Bridge 441
Artikel: Comparative investigations of suspension bridges and cable-stayed bridges for spans exceeding 1000 m 447
Artikel: Comparison of numerical and physical models for bridge deck aeroelasticity 453
Artikel: The Oeresund Bridge 459
Artikel: Sunningesund cable-stayed bridge 465
Artikel: Great Belt East Bridge: aerial spinning of the main cables 471
Artikel: Great Belt East Bridge 1624 m suspension bridge substructure 477
Artikel: Study of a new structural type for prestressed concrete bridges 483
Artikel: Poole Harbour Bridge: innovation in cable stayed bridge design 489
Artikel: The exceptional structure of the Rion Bridge in Greece 495
Artikel: Controlling methods of bridge lauching process 501
Artikel: New building technology for prestressed concrete structures 507
Artikel: Best cross stay location for super long span suspension bridge 513
Artikel: The Öresund Link: bridges for rail and road traffic 515
Artikel: Super long-span suspension bridge with 3-chord truss and 3 cables 517
Artikel: Aerodynamic stability of suspension bridge with open grating deck 519
Artikel: Jiangyin Yangtze Highway Bridge: foundations' construction 521
Artikel: Ten years' maintenance of Seto Ohashi Bridges 523
Artikel: Erection of long-span suspension bridges by direct hoisting method 525
Artikel: Anti-washout concrete and highly workable concrete 527
Artikel: Construction work under low-frequency horizontal motions 529
Artikel: Tsugaru Strait Bridge 531
Artikel: New system for aerodynamic stability of suspension bridge 533
Artikel: Seismic and safety design criteria for expansion joints 535
Artikel: Super long-span bridge with 2-box and 1-box combined girder 537
Artikel: Planning and construction of the first cable-stayed bridge in Indonesia 539
Artikel: Cable-stayed bridge with a single pylon in the Czech Republic 541
Artikel: Cable mounted bridges: a new approach in construction of long bridges 543
Artikel: Static issues in long-span suspension bridge design 545
Artikel: Ultimate behaviour and strength of long-span suspension bridges 547
Artikel: Design of the road/railway bridge accross the Oeresund 549
Rubrik: Tall buildings 551
Rubrik: Plenary session: High-rise buildings. Keynote lectures 551
Artikel: Architecture and urban responsibility in high-rise design 553
Artikel: Building where they said it couldn't be done! 561
Rubrik: Working session: High-rise buildings and towers. Papers and posters 573
Artikel: Simplified model for wind speed/height relationship and design of high rise structures 575
Artikel: Design seismic motions and wind loads for 1000 m high, 1000 year use building 581
Artikel: Wind velocity and building reactions of high-rise structures 587
Artikel: Structural impact on the environment: aesthetics 593
Artikel: Are there intelligent options in skyscraper design? 599
Artikel: High-rise tubes for solar chimneys 605
Artikel: Applications of damage-controlled structure to diagonal lattice tube building 613
Artikel: Unique structural engineering solutions for China's tallest building 619
Artikel: High-rise condominium with concrete filled steel tubular column and visco-elastic damper 625
Artikel: The concept of the parts oriented production system 631
Artikel: Performance of framed-tube structures under vertical forces 637
Artikel: Loss of workability of superplasticized concrete in high rise construction 639
Artikel: Again, shear failure of RC columns in 1995 Kobe earthquake 641
Artikel: Seismic and wind actions on the Asinelli Tower in Bologna 643
Artikel: Seismic upgrade by base isolation system and visco-elastic damper 645
Artikel: Anti-seismic behaviour of a multi-tower building model 647
Artikel: Ductility design of earthquake resistant high-rise RC building 649
Artikel: Analysis and design of a high-rise reinforced concrete structure 651
Rubrik: Working session: Innovative design against vibration of tall buildings. Papers 653
Artikel: Deformation behaviour of base-isolated buildings in near-fault earthquake 655
Artikel: Active structural seismic control including ground rigidity effects 661
Artikel: Experimental study on isolation system with friction damping 667
Artikel: Damage control design based on hysterisis damping effect 673
Artikel: Damage control design based on attenuation mechanism by unbonded brace 679
Artikel: Design S-N curves for axial fatigue of spiral strands 685
Artikel: Welded high strength low alloy steels in seismic design 691
Rubrik: Long-span roofs 697
Rubrik: Plenary session: Long-span roofs. Keynote Lectures 697
Artikel: Role of string: aesthetics and technology of tension structures 699
Artikel: Long-span roofs: how to reconcile efficieny with least costs 711
Rubrik: Working session: Long-span roofs, underground and marine structures. Papers and posters 723
Artikel: Structural design of the Osaka Dome 725
Artikel: Structural design of large-span single layer latticed dome 731
Artikel: Nagano Olympic Memorial Arena: design and construction 737
Artikel: Structural design and construction of the wins garden plaza 743
Artikel: Bangkok International Trade and Exihibition Center: large-scale suspended roof 749
Artikel: Large span floor beams with web openings 755
Artikel: New design of the France-Japan friendship monument 761
Artikel: Earthquake response of elevated storage tanks 767
Artikel: Design and construction of the world's largest LNG underground tank 773
Artikel: Construction of a huge marine structure in Japan 779
Artikel: Submmerged floating tubes with free spans over 4000 m 785
Rubrik: General aspects 787
Rubrik: Working session: Innovation design and structural materials. Papers and posters 787
Artikel: Seismic responses of variable stiffness semi-active control system 789
Artikel: Investigation on the statical characteristics of beam-to-column connections 795
Artikel: Ductile performance of RC columns in high-rise buildings 801
Artikel: Seismic behaviour of steel encased reinforced concrete columns 807
Artikel: Ultimate strength and collapse mechanism of composite frames under seismic loading 813
Artikel: Advanced composites for earthquake resistant structures 819
Artikel: Use of I-beams in slim floor construction 825
Artikel: Serviceability of buildings subjected to seismic excitations 831
Artikel: Zarate - Brazo Largo Bridges: stay cable damages and rehabilitation 837
Artikel: Suitability of recycled aggregate concrete in high-rise construction 843
Artikel: Reconstruction of a department store damaged in the 1995 earthquake 845
Artikel: Coating technology for maitenance and architectural applications 847
Rubrik: Working session: Assessment by analysis and experiment. Papers and posters 849
Artikel: Three-dimensional response spectrum analysis for multicomponent seismic excitation 851
Artikel: Small strain non-linear relations for 3D space beam systems 857
Artikel: The finite strip method in computational engineering 863
Artikel: Strength optimisation and crack resistance of RC structures 869
Artikel: Knowledge-based system for dynamic analysis and design of structures 875
Artikel: Monitoring the big bridges across the Danube in Austria 881
Artikel: Dynamic tests and monitoring of a highway bridge over the Danube 887
Artikel: Reconstruction design for PC girders damaged by the Kobe Earthquake 893
Register: IABSE reports 895
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