International Conference on Suspension, Cable Supported, and Cable Stayed Bridges: November 19-21, 1999, Hyderabad |
Contents
Suspension Cable Supported and Cable Stayed Bridges | 1 |
Uddevalla Bridge SwedenStay Cable Technology | 15 |
6 | 28 |
Suspension Bridge Solution for Hilly AreasRecent Experiences | 38 |
10 | 47 |
Fatigue in Cable Stayed Bridges | 60 |
A New Configuration for Cable Stayed Bridges | 66 |
Cable Stayed Bridges for Indian Railways | 80 |
70 | 269 |
Cable Stayed and Suspension Bridges and Methods Used for Corrosion | 270 |
Bridges with PPC Concrete for Durability | 287 |
Role of Construction Chemicals for Preventive Maintenance of Bridges | 295 |
High Performance Concrete for BridgesFrom Material to Structures | 316 |
Corrosion Protection of Cable Stayed BridgesA State of Art | 324 |
A LaserBased Displacement Measurement Technology for Monitoring | 330 |
The Cable Stayed Bridge at BangaloreConstruction of Pylon and Abutments | 337 |
46 | 138 |
53 | 239 |
TimeDependent Analysis of PC SelfAnchored and Partially | 253 |
66 | 261 |
Corrosion Protection of Cables | 262 |
Krishnarajapuram Cable Stayed Bridge BangaloreSome Design Aspects Related | 351 |
Value Engineering and Cable Stayed Bridges | 362 |
Holistic Approach for Design of Cable Stayed Bridges | 372 |
Doka Formwork Technology and Site Management for Cable Stayed | 382 |
Common terms and phrases
abutment aerodynamic aesthetic Akashi Kaikyo Bridge analysis anchor blocks anchorage applied arch axial Bangalore beam behaviour bending bi-stayed system box girder bridge deck buffeting cable bridge cable stayed bridges cable supported Cable tension cable-stayed cantilever cement components construction corrosion corrosion protection damper damping dead load deck slab deflection deformation dynamic effects elastic elements Engineering erection fatigue fly ash formwork foundations frequency grout hangers harp India installation length live load located long span longitudinal main cables main span material maximum Module non-linear parallel wire piers pipe plate post-tensioned pozzolan precast prestressed concrete pylon rail Railway ratio reinforcement response river rock segments self-anchored system shown in Fig side span supports span bridges stage stay cable stiffness strand strength stress structure suspension bridges Tatara Bridge tensile time-dependent tion torsional tower traffic transverse truss vertical vibration wind speed