Brickwork & masonry
Load-carrying capacity of flooded masonry arch bridges. Hulet K. M., Smith C. C. and Gilbert M. Dec., 97–103
Bridges
A Bayesian belief network model of bridge deterioration. Attoh-Okine N. O. and Bowers S. Jun., 69–76
A fuzzy optimum model to assess bridge design options. Wang H.-L., Zhang Z., Huang C.-L. and Shi L. Mar., 9–15
Analytical fatigue assessment of riveted rail bridges. Imam B., Righiniotis T. D., Chryssanthopoulos M. K. and Bell B. Sep., 105–116
An environmental comparison of bridge forms. Collings D. Dec., 168
Calculating an influence line from direct measurements. Obrien E. J., Quilligan M. J. and Karoumi R. Mar., 31–34
Design and construction of two launched bridges. Beavor N. and Cai J. Sep., 137–145
Development of in situ joints for pre-cast bridge deck units. Gordon S. R. and May I. M. Mar., 17–30
Developments in the use of GPS for bridge monitoring. Brown C. J., Roberts G. W. and Meng X. Sep., 117–119
Eight footbridges in the Rembrandt Park in Amsterdam. Smits J. Jun., 63–67
Engineering, architecture and the River Po footbridge, Turin. Mairs D. and Whitby M. Jun., 47–52
Eurocodes implementation for highway bridges in the UK. Chakrabarti S. and Garden S. Dec., 149–151
Heat-straightening repairs to a steel road bridge. Clubley S. K., Winter N. and Turner K. W. Mar., 35–42
Innovations in concrete arch bridge design. Radic J., Šavor Z. and Kindij A. Sep., 121–126
Load-carrying capacity of flooded masonry arch bridges. Hulet K. M., Smith C. C. and Gilbert M. Sep., 97–103
Long-term maintenance strategies for highway bridges. Vassie P. R. and Arya C. Jun., 83–90
Recent concrete, self-anchored suspension bridges in China. Zhang Z., Teng Q.-J. and Qiu W.-L. Dec., 169–177
Reducing damage to concrete stitches in bridge decks. Kwan A. K. H. and Ng P. L. Jun., 53–62
Restoration of Bersted Crossing footbridge, Bognor Regis, UK. Macfarlane A. Sep., 93–95
St Paul's Footbridge, Ebbw Vale, Wales—landmark structure. Williams D. E. Jun., 77–81
Structural repair of elevated Harrow Road (westbound), UK. Yeoell D., Parasram T. and Hodgkinson B. Sep., 127–135
The replacement of Heath Town footbridge. Mordey A. G. Mar., 3–7
Cathodic protection
Structural repair of elevated Harrow Road (westbound), UK. Yeoell D., Parasram T. and Hodgkinson B. Dec., 127 –135
Codes of practice & standards
Eurocodes implementation for highway bridges in the UK. Chakrabarti S. and Garden S. Dec., 149–151
Composite structures
Design and construction of two launched bridges. Beavor N. and Cai J. Dec., 137–145
Development of in situ joints for pre-cast bridge deck units. Gordon S. R. and May I. M. Mar., 17–30
Concrete structures
Long-term maintenance strategies for highway bridges. Vassie P. R. and Arya C. Jun., 83–90
Recent concrete, self-anchored suspension bridges in China. Zhang Z., Teng Q.-J. and Qiu W.-L. Dec., 169–177
Reducing damage to concrete stitches in bridge decks. Kwan A. K. H. and Ng P. L. Jun., 53–62
Structural repair of elevated Harrow Road (westbound), UK. Yeoell D., Parasram T. and Hodgkinson B. Dec., 127–135
Conservation
Restoration of Bersted Crossing footbridge, Bognor Regis, UK. Macfarlane A. Dec., 93–95
Design methods & aids
A fuzzy optimum model to assess bridge design options. Wang H.-L., Zhang Z., Huang C.-L. and Shi L. Mar., 9–15
Direct heating
The replacement of Heath Town footbridge. Mordey A. G. Mar., 3–7
Education & training
Eurocodes implementation for highway bridges in the UK. Chakrabarti S. and Garden S. Dec., 149–151
Environment
An environmental comparison of bridge forms. Collings D. Dec., 168
Fatigue
Analytical fatigue assessment of riveted rail bridges. Imam B., Righiniotis T. D., Chryssanthopoulos M. K. and Bell B. Dec., 105–116
Field testing & monitoring
Calculating an influence line from direct measurements. Obrien E. J., Quilligan M. J. and Karoumi R. Mar., 31–34
Developments in the use of GPS for bridge monitoring. Brown C. J., Roberts G. W. and Meng X. Dec., 117–119
Floods & floodworks
Load-carrying capacity of flooded masonry arch bridges. Hulet, K. M., Smith C. C. and Gilbert M. Dec., 97–103
Land surveying
Developments in the use of GPS for bridge monitoring. Brown C. J., Roberts G. W. and Meng X. Dec., 117–119
GPS measurements on the London Millennium Bridge. Roberts G. W., Meng X., Brown C. J. and Dallard P. Dec., 153–161
Management
A Bayesian belief network model of bridge deterioration. Attoh-Okine N. O. and Bowers S. Jun., 69–76
St Paul's Footbridge, Ebbw Vale, Wales—landmark structure. Williams D. E. Jun., 77–81
Maintenance & inspection
Long-term maintenance strategies for highway bridges. Vassie P. R. and Arya C. Jun., 83–90
Mathematical modelling
A fuzzy optimum model to assess bridge design options. Wang H.-L., Zhang Z., Huang C.-L. and Shi L. Mar., 9–15
Railway systems
Restoration of Bersted Crossing footbridge, Bognor Regis, UK. Macfarlane A. Dec., 93–95
Research & development
Development of in situ joints for pre-cast bridge deck units. Gordon S. R. and May I. M. Mar., 17–30
GPS measurements on the London Millennium Bridge. Roberts G. W., Meng X., Brown C. J. and Dallard P. Dec., 153–161
Innovations in concrete arch bridge design. Radic J., Šavor Z. and Kindij A. Dec., 121–126
Risk & probability analysis
A Bayesian belief network model of bridge deterioration. Attoh-Okine N. O. and Bowers S. Jun., 69–76
Roads & highways
Recent concrete, self-anchored suspension bridges in China. Zhang Z., Teng Q.-J. and Qiu W.-L. Dec., 169–177
Steel structures
Design and construction of two launched bridges. Beavor N. and Cai J. Dec., 137–145
Eight footbridges in the Rembrandt Park in Amsterdam. Smits J. Jun., 63–67
Engineering, architecture and the River Po footbridge, Turin. Mairs D. and Whitby M. Jun., 47–52
St Paul's Footbridge, Ebbw Vale, Wales—landmark structure. Williams D. E. Jun., 77–81
The replacement of Heath Town footbridge. Mordey A. G. Mar., 3–7
Stress analysis
Heat-straightening repairs to a steel road bridge. Clubley S. K., Winter N. and Turner K. W. Mar., 35–42
Temporary works
Reducing damage to concrete stitches in bridge decks. Kwan A. K. H. and Ng P. L. Jun., 53–62
Thermal effects
Heat-straightening repairs to a steel road bridge. Clubley S. K., Winter N. and Turner K. W. Mar., 35–42
Urban regeneration
Engineering, architecture and the River Po footbridge, Turin. Mairs D. and Whitby M. Jun., 47–52
