15th Congress / 15e Congrès / 15. Kongress - Copenhagen, June 16-20, 1996

15th Congress / 15e Congrès / 15. Kongress - Copenhagen, June 16-20, 1996

Congress Report = Rapport du Congrès = Kongress-Bericht

Médium:	actes de congrès
Langue(s):	anglais
Editeur:	International Association for Bridge and Structural Engineering (IABSE)
Publié à:	Zurich, Suisse
Conférence:	15th IABSE Congress, Copenhagen, Denmark, 16-20 June 1996
Page(s):	1222
Année:	1996
Collection:	IABSE Congress Reports (No. 15)
Acheter chez:

Articles

Auteur(s)	Titre	Page(s)
A. REIGERSMAN, C. J.	The Fight against Floods in the Netherlands	241-254
ADDIS, B.	Structural Criticism and the Aesthetics of Structures	121-126
AJDUKIEWICZ, A. B.	Simple Construction of Composite Slab-Column Structures	589-594
ANDERHEGGEN, E.	Finite Elements and Plasticity Theory: Application in Practice-Oriented Dimensioning ofReinforced Concrete Structures	1219-1220
ANDERHEGGEN, E.	On Plasticity Theory and Reinforced Concrete Computer Aided Design	889-894
ANDERSON, D.	Design of Composite Connections according to ENV1994-1, Annex J	975-984
ARPE, R.	Eurocodes the Danish Way	1159-1170
ASTIZ, M. A.	Wind Related Behaviour of Alternative Suspension Systems	1079-1090
BERZ, G.	The World Wide Increase of Natural Disaster Losses: Engineering and Insurance Aspects	233-240
BLAAUWENDRAAD, J.	Plastic Design, Right Turn ?	895-902
BLOCKLEY, D. I.	Business Process Engineering for Safety	665-676
BRANCO, F. A.	General Aspects of Management of Structures	409-420
BRAUN, C.	The Design of Modular Joints for Movements up to 2000 mm	521-528
BREUGEL, K. Van	Criteria for Engineering Decision Making - A Comprehensive Strategy	689-694
BROWN, W. C.	Development of the Deck for the 3300m Span Messina Crossing	1019-1030
BUCHE, H.	Actual situation in the field of European standardization of bridge bearings	535-542
BURDEN, A.	Structural Aesthetics: A Japanese Perspective	163-170
CANDRLIC, V.	Design of the new Maslenica Highway Bridge	1187-1188
CHAKRABORTI, S. P.	Relating Bridge Aesthetics to Indian Architectural Heritage	135-140
CHEN, W. F.	Advanced Plastic Analysis for Steel Frame Design	863-868
CHRISTIANSEN, T.	The Virtual Design Team (VDT): Computer Simulation for Large Design Construct Works	1121-1126
CLAUSEN, P.	Bridge Management System - Experience and Future Trends	421-432
CREMER, J.-M.	Durability of Bridges	577-582
CRESPO-MINGUILL6N, C.	Reliability Criteria for the SLS of Cracking in Prestressed Concrete Bridges	633-638
DAVENPORT, A. G.	The Vulnerability of Long Span Bridges to Wind	1031-1042
DIANA, G.	Super Long Suspension Bridges: Railway Runnability	1043-1054
DITLEVSEN, O.	Risk Acceptance Criteria and/or Decision Optimisation	653-664
DORTON, R.A.	Aesthetic Considerations in Twinning the Blue Water Bridge	1189-1190
EATON, K.	Assessing the environmental impact of structural flexibility	389-394
EATON, K.	Fabric energy storage in lightweight building structures	1199-1200
EIBL, J.	Nonlinear Design and an Appropriate Safety Format	857-862
EL-HOR, H.	Reliability-Based Criteria for Stress Limits in P/C Girders	627-632
FELD, T.	Structure-Foundation Interaction on the Storebaelt Link East Bridge	809-818
FISHER, J. W.	Field and Laboratory Experience with Expansion Joints	513-520
FRIMANN CLAUSEN, C. J.	Offshore platforms supported by bucket foundations	819-830
FUJITA, T.	Hybrid Mass Dampers with Convertible Active and Passive Modes for Vibration Control of Tall Buildings	763-774
FUSE, Y.	Environmental Impact from Kansai International Airport	21-34
GARRET Jr., J. H.	The Computer-Aided Engineer: Prospects and Risks	903-908
GEIKER, M.	Application of High Performance Concrete	263-268
GIMSING, N. J.	Cables	1055-1062
GLUVER, D.	Pier Protection of the New Sidney Lanier Bridge	1215-1216
GRAVESEN, H.	Displacement of Oresund Bridge Piers from Ship Impact	1217-1218
GRAY, J.	The Great Belt Link - Environmental Experiences	15-20
GREINER, R.	Impact of Eurocode 3/Annex J on Practical. Design by Standardized Steel Connections	967-974
HAMOUDA, M. J.	A Case Study - Durable Concrete Used in Baynunah Tower – United Arab Emirates	295-300
HANSEN, H. I.	Wind Tunnel Testing of Active Control System for Bridges	775-780
HEAD, P.	High Performance Structural Materials: Advanced Composites	301-318
HENDRIKS, C. F.	Concrete with Recycled Aggregates	465-472
HENRIKSEN, C.	Management of Structures	433-438
HOJ, N.P.	QRA of Failure for Structural Decision Making	683-688
HOLAND, I.	Structural Analysis of Offshore Concrete Structures	875-880
HONDA, H.	Structural rigidity of cable stayed bridge used glue laminated timber based on test and analysis	1191-1192
IDORN, G. M.	High Performance of Concrete	255-262
IDRISS, R. L.	Optical Fiber System for Bridge Monitoring	793-798
III, H.R. HAMILTON	Improved Corrosion Protection Systems for Bridge Stay Cables	595-600
ITO, M.	Super Long Span Cable-Suspended Bridges in Japan	1009-1018
JARSKY, C.	On modelling of Management and Maintenance of Structures	439-444
JÄRVENPÄÄ, E.	Raippaluoto Bridge, effectively solved continuous girder in cable stayed bridge	743-750
JASPART, J.-P.	Design of Steel Connections according ENV1993-1	961-966
JAVOR, T.	Operational Control during the Long-Term Observation of the Prestressed Concrete Cable-Stayed Bridges	799-808
JENSEN, J. SANDAGER	Optimized Management and Maintenance of Structures	445-456
JENSEN, P. O.	The aesthetic potential of structure	147-156
KAROUMI, R.	Dynamic Response of Multicable-stayed Bridges subjected to Moving Loads	87-92
KATAYAMA, T.	Lessons from the 1995 Great Hanshin Earthquake of Japan with emphasis on Urban Infrastructure Systems	187-200
KAWATANI, M.	Limit State Probabilities of Highway Bridges Including Deflection Limit	639-644
KENNEDY, S. J.	Integrated System for Analysis, Design, Fabrication and Erection of Steel Structures	985-1008
KERSTENS, J.	The Ball Bearing of the Rotterdam Storm Surge Barrier: A World Record	1205-1206
KERSTENS, J.	Elasticity and Plasticity in Design: The Rotterdam Storm Surge Barrier	881-888
KIVEKAS, L.	Technology for the rehabilitation of polluted soil areas and for the structural groundwater protection in landfills	395-400
KLEIN, J.-F.	Development of an innovative Suspension Bridge for the Crossing of the Lake Geneva in Schwitzerland	1185-1186
KLOFT, H.	An Investigation of the Use of Building Materials in Residential Premises constructed at Different Times	481-486
KOENDERS, E.	Cracking Risk and Post-Cracking Behaviour in High Performance Concrete	283-288
KOENDERS, E.	Design and Construction of an Office Building in High Strength Concrete	583-588
KONIG, G.	Practical Aspects Introducing Eurocode 2, Part 2 "Concrete Bridges"	1147-1158
KUWAMURA, H.	Fracture performance of structural steel subjected to earthquake induced large plastic strains	345-352
KVEDARAS, A. K.	Efficiency of Composite Structural Systems	1202
LANDELIUS, S.	Environmental and Aesthetic Solutions for the Oresund Link	35-44
LARSEN, A.	A New Computational Method for Assessment of the Aeroelastic Stability of Long Span Bridges	93-98
LAU, C.K.	The Wind and Structural Health Monitoring System (WASHMS) for three longspan cable-supported bridges in Hong Kong	105-112
LILLEORE, J.	Sea Transport of Complete Structures	727-734
LITZNER, H.-U.	Structural Eurocodes - First Experiences	1133-1146
LIU, C.	Cost Optimization of Bridge Maintenance using Generic Algorithm	457-464
MAKI, E.	Environment-Friendly and Energy-Conscious Building Design	377-388
MARCO, R. Di	Minimum reinforcement areas in high-strength concrete	277-282
MARTELLI, A.	The application of base isolation in Italy	543-548
MATTHYS, S.	Comparison of concrete slabs reinforced or prestressed with nonmetallic and steel bars	1195-1196
MELCHERS, R. E.	Probabilistic Crack Prediction for Masonry Structures	621-626
MIKAMI, H.	Impact Resistance of RC Beams Reinforced with Aramid FRP Rods	325-330
MILMAN, B.	A note about Pre-cast Concrete in Brazil	1209-1210
MIYATA, T.	New Ideas for Detailed Investigations on Aerodynamic Behavior of Long Span Suspension Bridges	81-86
MIYATA, T.	Proposed Measures for Flutter Control in Long Span Bridges	781-786
MOLIN, C.	Demolition Techniques	473-480
MONACO, P.	Multistayed Cable-stayed Bridges with Suspension in CFRP	1193-1194
MONDORF, P.E.	Experience from Recent Large Precast Segmental Bridge Schemes	601-610
MOOR, G.	Modular Expansion Joints for Big Movements	1207-1208
MURRAY, T. M.	Control of Floor Vibrations State-Of-Art Report	751-762
NAGATA, M.	Smart & High-performance Connection Technology for Steel Structures	339-344
NETHERCOT, D. A.	IT in Construction: Advances and Potential	909-918
NIELSEN, H. B.	The Storebaelt West Bridge. Railway Expansion Joints	529-534
Ostenfeld, K.	Comparison between different Structural Solutions. The Great Belt Project	1063-1078
OSTENFELD, K.	Design for Coming Generations	179-186
PAKVOR, A.	Exploration and Application of Concrete Elements Made of Reused Masonry Reinforced by Ordinary and Micro Reinforcement-Polypropylene Fibres	493-498
PALOHEIMO, E.	The Second Industrial Revolution	353-362
PECKER, A.	Seismic Design for the Foundations of the Rion Antirion Bridge	831-842
PETERSEN, A.	Hydraulic Stabilization of Cable Supported Bridges	549-560
RAMBERGER, G.	Bearings, expansion joints and hydraulic equipment for bridges	507-512
REIJ, A.W.F.	Sustainable Construction as a guide to Engineering Practice at Rijkswaterstaat	401-408
REISMANN, W.	Design and Construct, BOT, Public Private Partnerships New Challenge for the Consulting Engineer	1111-1120
RIDDER, H.	Design & Construct Impact on the Work of the Structural Engineer	1101-1110
ROLLER, J. J.	Long term performance of high strength prestressed concrete girders	269-276
ROSOWSKY, D. V.	Quality Control and Factors of Safety for Reinforced Concrete Design	677-682
ROSOWSKY, D. V.	Reliability-based serviceability design for wood members and systems including time effects	1211-1212
ROSTAM, S.	Challenge of the 21. Century: Success in Service Life Design	561-576
S0RENSEN, K. Aa.	Elasticity and Plasticity in Code Determined Design of Concrete Structures	869-874
SAEKI, S.	Aesthetic Design for the Tatara Bridge	157-162
SAID, R.	The Aswan High Dam Revisited	3-14
SAUVAGEOT, G.	Northumberland Strait Crossing, Canada	75-80
SCHMIDT, M.	Environmentally effective building materials technology	363-376
SCHMITT, G.	Instruments of Bridging Traditional and Virtual Design Environments	919-928
SCOULLOS, M.	Environmental Impacts of the Acheloos River Diversion	61-74
SEXSMITH, R.	Criteria Development for Serviceability Limit State	611-620
SHARPE, J.	Impacts of Artificial Intelligence and Optimisation on Design, Construction and Maintenance	943-952
SHETTY, N.K.	Risk considerations in decision-making for re-assessment of bridges and planning of remedial works	695-704
SHUTO, N.	Tsunamis and Disasters	225-232
SODERQVIST, M.-K.	Finnish Bridge Maintenance and Management	1203-1204
SPACONE, E.	Reliability-based evaluation of RC structures with load-path dependency	1213-1214
SPEARE, P.	Durability of Concrete made using Recycled Coarse Aggregates	499-506
SUBBARAO, T.N.	Sardar Sarovar Project (Narwada Dam) - The Agony and the Ecstasy	45-60
TADROS, G.	The Design and Construction of the Northumberland Strait Fixed Link Crossing in Canada	735-742
TAERWE, L.	Influence of material and tendon characteristics on the structural behaviour of two-span post-tensioned concrete beams	1197-1198
TAERWE, L.	Non-metallic Reinforcement for Concrete Structures : State-Of-The-Art	319-324
TAFFS, D.	Applying Information Technology	929-932
TAKANASHI, K.	Performance ofnew steels required for future buildings	331-338
TAKEMIYA, H.	Seismic Design of Bridges in View of Soil-Structure Dynamic	843-856
TANAKA, H.	Aerodynamic Stability of a Suspension Bridge with Partially Constructed Bridge Deck	113-120
TANG, M.-C.	Multispan Cable-Stayed Bridges	99-104
TESAR, A.	Tuned Vibration Control of Slender Structures	787-792
TEYSSANDIER, J.-P.	Design and Build Concept in Large Civil Engineering Projects	1127-1132
TEYSSANDIER, J.-P.	Recent trends in bridge foundations	705-710
THOMSEN, K.	New Swing Bridge crossing Naestved Navigation Channel	711-720
TSCHEMMERNEGG, F.	New Assembly Techniques in Mixed Structures	953-960
VAHAAH0, J.	The Cable Stayed Bridges in the Finnish Lake and River Landscape	171-178
VANDEWALLE, L.	Toughness of Steel Fibre High Strength Concrete	289-294
VIERGEVER, M. A.	Integrated design of River Dykes	141-146
VIRLOGEUX, M.	Bridges and the Structural Art	127-134
VIRLOGEUX, M.	Concrete for very Long Span Bridges	1091-1100
VOS, C. J.	Initiation, Development and Implementation of Innovative Computer Systems in Daily Practice	933-942
VROUWENVELDER, T.	Vibrations in Tall Buildings due to Wind Load	645-652
WATABE, M.	Lessons from the Hanshin Earthquake in Japan: Buildings	201-212
WATANABE, E.	Lessons from the Hanshin-Awaji Earthquake: Bridges	213-224
WESTERBERG, B.	Eurocode 2 from the Swedish Point of View	1171-1184
YAMASAKI, Y.	Cable Construction - Now and Future	721-726
ZIO PALUTAN, E. DAL	Problems in Construction Material Waste Recovery	487-492

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant.

Informations
sur cette fiche
Reference-ID
10406494
Publié(e) le:
01.02.2018
Modifié(e) le:
25.04.2024

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

15th Congress / 15e Congrès / 15. Kongress - Copenhagen, June 16-20, 1996

Congress Report = Rapport du Congrès = Kongress-Bericht

Articles

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

15th Congress / 15e Congrès / 15. Kongress - Copenhagen, June 16-20, 1996

Congress Report = Rapport du Congrès = Kongress-Bericht

Articles

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.