|
Titelseiten
|
1
|
|
Sonstiges
|
2
|
|
Vorwort
|
3
|
|
Inhaltsverzeichnis
|
4
|
|
Sonstiges
|
14
|
|
Rubrik: Keynote lectures
|
20
|
|
Artikel: Creation, maintenance and management of the world's assets: appropriate quality and technology for the future
|
20
|
|
Artikel: Aesthetics and structural design
|
22
|
|
Artikel: Sustainability and civil engineering: from concept to action
|
24
|
|
Artikel: Life-cycle behaviour of reinforced concrete structures: what do we need to know?
|
26
|
|
Artikel: Quality assessment and damage detection by monitoring
|
28
|
|
Artikel: Performance-based design of structures for the future
|
30
|
|
Artikel: Adequate design criteria: the key issue to attain project quality
|
32
|
|
Artikel: Rehabilitation: the chance for extending the life of structures
|
34
|
|
Artikel: Information technology in practice: exploiting potentials
|
36
|
|
Artikel: Quality, erection speed, cost reduction: keys for the future of civil engineering
|
38
|
|
Rubrik: Session 1: Durability & robustness
|
40
|
|
Artikel: Search for quality in the Vasco da Gama Bridge project
|
40
|
|
Artikel: Optimisation of concrete for durability and accident resistance
|
42
|
|
Artikel: Design for durability: a matter of good choices and good codes
|
44
|
|
Artikel: Improvement of bridge design in relation to the action of water
|
46
|
|
Artikel: Quality and durability of concrete structures through CPF
|
48
|
|
Artikel: Swedish experiences of integral bridges
|
50
|
|
Artikel: Progressive collapse of multi-span bridges: a case study
|
52
|
|
Artikel: Performance validation of large seismic response modification devices
|
54
|
|
Artikel: Masonry reinforced with FRP- walls with openings
|
56
|
|
Artikel: The new airship hangar in Germany
|
58
|
|
Artikel: Mass-produced structures of multistorey houses
|
60
|
|
Artikel: Structural response of represtressed preflex beams and box girder bridges
|
62
|
|
Artikel: From corrosion of existing to durability of new concrete structures
|
64
|
|
Artikel: Effect of strength of concrete on corrosion of reinforcing steel
|
66
|
|
Artikel: Performance of concrete structures in Argentine environments
|
68
|
|
Artikel: High performance concrete in the Argentinean West Central Area
|
70
|
|
Artikel: Durable watertight lining system for Tokyo Wan Aqua-line shield tunnel
|
72
|
|
Artikel: Indirect loading and indirect supporting in high-strength concrete beams
|
74
|
|
Artikel: Seismic response of the reconstructed piers and of the collapsed pilz piers
|
76
|
|
Rubrik: Session 2: Aesthetics
|
78
|
|
Artikel: Bridge aesthetics and structural honesty
|
78
|
|
Artikel: Landscaping of Tokyo Wan Aqua-Line
|
80
|
|
Artikel: The Val-Benoit cable-stayed bridge
|
82
|
|
Artikel: Combining aesthetic and structure for the Large Domes in Isfahan
|
84
|
|
Artikel: Cable-stayed Mariansyk Bridge in Usti nad Labem
|
86
|
|
Artikel: Development of a new substructure system for standard bridges
|
88
|
|
Artikel: Stainless steel structures of Zepter Palace in Belgrade
|
90
|
|
Artikel: Aesthetics in the past and the future of airship buildings
|
92
|
|
Rubrik: Session 3: Sustainability
|
94
|
|
Artikel: Sustainable design and maintenance of concrete structures
|
94
|
|
Artikel: Developments in structural form to minimise environmental impact
|
96
|
|
Artikel: Indigenious solar electricity generation
|
98
|
|
Artikel: A step toward sustainability through underground space utilisation
|
100
|
|
Artikel: Sustainable engineering: tools and aids
|
102
|
|
Artikel: Future trends in design and maintenance of structures
|
104
|
|
Rubrik: Session 4: Maintenance & Reliability
|
106
|
|
Artikel: Corrosion protection by means of dehumidification
|
106
|
|
Artikel: Low maintenance cable-supported structures: a new concept
|
108
|
|
Artikel: Design of parking structures for reduced maintenance
|
110
|
|
Artikel: Deflection monitoring of prestressed concrete bridges retrofitted by external post-tensioning
|
112
|
|
Artikel: Advanced composite bridges for the 21st century
|
114
|
|
Artikel: Acceptable reliability levels for existing road bridges
|
116
|
|
Artikel: Uncertainties of explosion loads and its influence on reliability
|
118
|
|
Artikel: Designing buildings for maintenance using property manager input
|
120
|
|
Artikel: Urban database for the Sewer networks management
|
122
|
|
Artikel: Zárate-Brazo Largo bridges, rehabilitation design basis
|
124
|
|
Artikel: External beam-column joints: the importance of stirrups
|
126
|
|
Rubrik: Session 5: Monitoring
|
128
|
|
Artikel: Monitoring of displacements on suspension bridges using GPS
|
128
|
|
Artikel: Traffic load models and weigh-in-motion data
|
130
|
|
Artikel: Bridge deformation monitoring with fiber optic sensors
|
132
|
|
Artikel: Monitoring of concrete structures with integrated bragg grating sensors
|
134
|
|
Artikel: New applications of fiber optic sensors for structural monitoring
|
136
|
|
Artikel: Monitoring of a highway bridge reinforced and prestressed with CFRP
|
138
|
|
Artikel: In situ stress evaluation of reinforced concrete elements
|
140
|
|
Artikel: Thermovision: an efficient tool for monitoring of steel members
|
142
|
|
Artikel: Monitoring to become wiser: a case story
|
144
|
|
Artikel: Monitoring system of Kao-Ping-Hsi cable stayed bridge
|
146
|
|
Artikel: Dynamic test of a pedestrian bridge as part of safety assessment
|
148
|
|
Artikel: Monitoring of the new Tagus Bridge in Lisbon
|
150
|
|
Artikel: Monitoring of Maslenica Bridge during construction
|
152
|
|
Artikel: Monitoring of a bridge over the Paraná River during the launching phase
|
154
|
|
Rubrik: Session 6: Serviceability
|
156
|
|
Artikel: Deflection prediction of reinforced concrete structures
|
156
|
|
Artikel: FRP reinforcement for concrete structures: state-of-the-art
|
158
|
|
Artikel: Chloride ingress in blast furnace slag cement in marine concrete structures
|
160
|
|
Artikel: Amount of prestressing based on serviceability requirements
|
162
|
|
Artikel: Vibration performance of footbridges established via modal testing
|
164
|
|
Artikel: Performance based seismic design for bridges
|
166
|
|
Artikel: Active control for the operational safety of control-towers
|
168
|
|
Artikel: Fatigue tests for predicting the serviceability of composite bridges
|
170
|
|
Artikel: Whole-life reliability assessment of deteriorating RC structures
|
172
|
|
Artikel: Quality control of structural projects
|
174
|
|
Rubrik: Session 7: Design criteria
|
176
|
|
Artikel: Dynamical load factor for highway bridge decks with pavement irregularities
|
176
|
|
Artikel: Size effects in concrete structural members
|
178
|
|
Artikel: Stress-based crack criterion for concrete at early ages
|
180
|
|
Artikel: Performance-based seismic design: the future practice
|
182
|
|
Artikel: The New Canadian Bridge Code: Design, Evaluation, Rehabilitation
|
184
|
|
Artikel: Comparison of reinforcement anchorage tests with British code requirements
|
186
|
|
Artikel: Eurocode comparison calculations for Storebælt Bridges
|
188
|
|
Artikel: Modelling of post-tensioning reinforced concrete flat slabs
|
190
|
|
Artikel: Stability studies of water tower's vertical flanges
|
192
|
|
Artikel: High strength concrete beams subjected to reversed loads
|
194
|
|
Artikel: High strength concrete beams subject to axial compressive stress
|
196
|
|
Artikel: Experimental and analytical investigation of sandwich panels
|
198
|
|
Artikel: Experimental investigation of industrial hall structures in the full scale
|
200
|
|
Artikel: Punching of flat slabs: comparison of design and construction
|
202
|
|
Artikel: Optimisation of composite waffle slab structure design
|
204
|
|
Artikel: Anchorage of 90-degree hooked beam bars in exterior RC joints
|
206
|
|
Artikel: Steel energy absorbers for seismic building rehabilitation
|
208
|
|
Artikel: Thin walled steel hollow sections with concrete infill
|
210
|
|
Artikel: Natural thermal behaviour of Polish bridges
|
212
|
|
Artikel: Prestressed aluminium arch dam
|
214
|
|
Artikel: Development of bridge design codes in Russia
|
216
|
|
Rubrik: Session 8: Rehabilitation & Preservation
|
218
|
|
Artikel: French experience in prestressed structures repair
|
218
|
|
Artikel: New life by post-tensioning: rehabilitation of two box girder bridges
|
220
|
|
Artikel: Modern technology to extend the life span of bridge structures
|
222
|
|
Artikel: Rehabilitation of ancient steel structures
|
224
|
|
Artikel: Learning from Canadian experience with concrete building structures
|
226
|
|
Artikel: Enhancing the fatigue life of Rio-Niterói Bridge's orthotropic steel deck
|
228
|
|
Artikel: Bridge inspection and assessment
|
230
|
|
Artikel: Failures, repair and protection of cooling towers
|
232
|
|
Artikel: Preservation strategy of the shortest highway crossing of the Alps
|
234
|
|
Artikel: Strengthening for an existing RC gerber bridge using external cables
|
236
|
|
Artikel: Bridge rehabilitation with a specific composite deck construction
|
238
|
|
Artikel: Rehabilitation of the Austrian Mint, a historic monument
|
240
|
|
Artikel: Damping wind and traffic-induced oscillations of the Rio-Niterói Bridge
|
242
|
|
Artikel: Upgrading of the North Viaduct of the Suspension Bridge in Lisbon
|
244
|
|
Artikel: Rehabilitation of parking garages
|
246
|
|
Artikel: Preservation of structural monuments: Charles Bridge
|
248
|
|
Artikel: FRP composite strengthening of concrete slabs
|
250
|
|
Artikel: Assessment and repair of a concrete dockyard
|
252
|
|
Artikel: Analysis of the ultimate response of externally prestressed beams
|
254
|
|
Artikel: Recent experience of upgrading berthing facilities in Japan
|
256
|
|
Artikel: Reinforced concrete deep beams strengthened in shear
|
258
|
|
Artikel: Repairing to extend the lifespan: the multi-strategy criteria
|
260
|
|
Artikel: Rehabilitation of the highest wooden telecommunication tower
|
262
|
|
Artikel: Rehabilitation of masonry buildings and monuments
|
264
|
|
Rubrik: Session 9: Information technology
|
266
|
|
Artikel: Design of computer support for field operations
|
266
|
|
Artikel: Model-based diagnosis for the monitoring large concrete dams
|
268
|
|
Artikel: Ecobridge: railway bridge management system for the future
|
270
|
|
Artikel: Quality awarness in education practice
|
272
|
|
Artikel: An integrated steel design system developed for educational purposes
|
274
|
|
Artikel: Learning engineering from breakdown cases
|
276
|
|
Artikel: Active integration concepts based on a communication standard
|
278
|
|
Artikel: Extending active control to build intelligent structures
|
280
|
|
Artikel: Computer-aided quality monitoring of bridge construction
|
282
|
|
Artikel: The Hungarian bridge management system
|
284
|
|
Artikel: Management system for a highway in Brazil
|
286
|
|
Artikel: Learning from the damage history of bridges: a case study
|
288
|
|
Artikel: Bridge databank and computer technique
|
290
|
|
Artikel: On the free vibration of honeycomb sandwich plates
|
292
|
|
Artikel: Virtual prototyping in the construction industry
|
294
|
|
Artikel: Analysis of plated structures by coupling techniques
|
296
|
|
Artikel: The role of equilibrium analysis in structural assessment
|
298
|
|
Artikel: Analysis of prestressed multi-girder bridge decks
|
300
|
|
Rubrik: Session 10: Construction
|
302
|
|
Artikel: Early-age-crack control: a case story
|
302
|
|
Artikel: Rock-concrete structures
|
304
|
|
Artikel: Innovative deck slabs for highway and forestry bridges
|
306
|
|
Artikel: Study on a fram system with composite slim floors
|
308
|
|
Artikel: Integrating automation into the life cycles of structures
|
310
|
|
Artikel: The Øresund Bridge: monitoring construction quality
|
312
|
|
Artikel: The Jiangyin Yangtze River highway suspension bridge
|
314
|
|
Artikel: Bridge construction of Malaysia-Singapore second crossing
|
316
|
|
Artikel: Investigation of Highwall carrier made of wood
|
318
|
|
Artikel: Construction of the New Tenkenji Bridge
|
320
|
|
Artikel: Block panel structures with the prestressed membrane
|
322
|
|
Artikel: Improving quality of post-tensioning tendons with plastic duct
|
324
|
|
Artikel: Steel bridges on the peripheral motorway, Ankara, Turkey
|
326
|
|
Artikel: Prestressed concrete structures for the future
|
328
|
|
Register: IABSE reports
|
330
|