Brickwork & masonry
Innovative retrofitted reinforcement techniques for masonry arch bridges. Sumon S. K. Sep. 99–99
Bridges
A risk-based decision-support strategy for bridge management. Flaig K. D. and Lark R. J. Sep., 101–106
A simplified integral composite bridge connection. Riches O. J., Carstairs N. A. and Jones A. E. K. Jun., 63–69
A1 River Tyne bridge, UK—design and construction. Metheringham S. and Townshend J. Jun., 45–52
A34 Chievely/M4 junction 13 improvement: design. Place D., Farooq I. and Carter S. Mar., 15–23
Design and construction of the Sail Bridge, Swansea, UK. Sanders P. A. and Firth I. P. T. Dec., 143–153
Efficient dynamic performance assessment of a footbridge. Brownjohn J. M. W. and Middleton C. Dec., 185–192
Filsa Bridge, Norway—a record-breaking timber bridge. Ekeberg P. K. and Søyland K. Mar., 17
Footbridge over the Sant Adria Marina, Barcelona, Spain. Aparicio Á. C. and Ramos G. Dec., 193–200
Human–structure dynamic interaction in footbridges. Živanović S., Pavic A. and Reynolds P. Dec., 165–177
Models for evaluating the costs of bridge failure. Wong S. M., Onof C. J. and Hobbs R. E. Sep., 117–128
Open sandwich bridge deck construction—20 years on. Mays G. C. and Dakers J. J. Jun., 81–89
Performance of a stress-laminated-timber arch bridge. Kermani A. and Freedman G. Dec., 155–164
Probabilistic pedestrian lateral excitation of bridges. Roberts T. M. Jun., 53–61
Refurbishment of the old Medway bridge, UK. Smith D. A. Sep., 129–139
Repair and stabilisation of Trinity Bridge, Crowland, UK. Waters R. A. Mar., 9–13
Resonant vibration of shallow suspension footbridges. Huang M.-H., Thambiratnam D. and Perera N. J. Dec., 201–209
The replacement of Carbrain Gully footbridge. Greenslade D. Dec., 179–184
Upgrading of Central Motorway junction, Auckland. Corbett P. W. and Edmonds M. A. Mar., 25–36
Cables & tendons
Design and construction of the Sail Bridge, Swansea, UK. Sanders P. A. and Firth I. P. T. Dec., 143–153
Composite structures
A simplified integral composite bridge connection. Riches O. J., Carstairs N. A. and Jones A. E. K. Jun., 63–69
Open sandwich bridge deck construction—20 years on. Mays G. C. and Dakers J. J. Jun., 81–89
Concrete structures
A1 River Tyne bridge, UK—design and construction. Metheringham S. and Townshend J. Jun., 45–52
Refurbishment of the old Medway bridge, UK. Smith D. A. Sep., 129–139
Thermal-creep analysis of concrete bridges. Xu Q. and Burgoyne C. Sep., 107–115
Conservation
Repair and stabilisation of Trinity Bridge, Crowland, UK. Waters R. A. Mar., 9–13
Design methods & aids
A simplified integral composite bridge connection. Riches O. J., Carstairs N. A. and Jones A. E. K. Jun., 63–69
A34 Chievely/M4 junction 13 improvement: design. Place D., Farooq I. and Carter S. Mar., 15–23
Dynamics
Design and construction of the Sail Bridge, Swansea, UK. Sanders P. A. and Firth I. P. T. Dec., 143–153
Efficient dynamic performance assessment of a footbridge. Brownjohn J. M. W. and Middleton C. Dec., 185–192
Human–structure dynamic interaction in footbridges. Živanović S., Pavic A. and Reynolds P. Dec., 165–177
Performance of a stress-laminated-timber arch bridge. Kermani A. and Freedman G. Dec., 155–164
Probabilistic pedestrian lateral excitation of bridges. Roberts T. M. Jun., 53–61
Resonant vibration of shallow suspension footbridges. Huang M.-H., Thambiratnam D. and Perera N. J. Dec., 201–209
Failures
Models for evaluating the costs of bridge failure. Wong S. M., Onof C. J. and Hobbs R. E. Sep., 117–128
Field testing & modelling
Efficient dynamic performance assessment of a footbridge. Brownjohn J. M. W. and Middleton C. Dec., 185–192
Foundations
Repair and stabilisation of Trinity Bridge, Crowland, UK. Waters R. A. Mar., 9–13
Maintenance & inspection
A risk-based decision-support strategy for bridge management. Flaig K. D. and Lark R. J. Sep., 101–106
Innovative retrofitted reinforcement techniques for masonry arch bridges. Sumon S. K. Sep., 91–99
Management
A risk-based decision-support strategy for bridge management. Flaig K. D. and Lark R. J. Sep., 101–106
Mathematical modelling
Human–structure dynamic interaction in footbridges. Živanović S., Pavic A. and Reynolds P. Dec., 165–177
Probabilistic pedestrian lateral excitation of bridges. Roberts T. M. Jun., 53–61
Piles & piling
A34 Chievely/M4 junction 13 improvement: design. Place D., Farooq I. and Carter S. Mar., 15–23
Rehabilitation, reclamation & renovation
Refurbishment of the old Medway bridge, UK. Smith D. A. Sep., 129–139
Research & development
Filsa Bridge, Norway—a record-breaking timber bridge. Ekeberg P. K. and Søyland K. Mar., 1–7
Risk & probability analysis
Models for evaluating the costs of bridge failure. Wong S. M., Onof C. J. and Hobbs R. E. Sep., 117–128
Roads & highways
Upgrading of Central Motorway junction, Auckland. Corbett P. W. and Edmonds M. A. Mar., 25–36
Steel structures
Footbridge over the Sant Adria Marina, Barcelona, Spain. Aparicio Á. C. and Ramos G. Dec., 193–200
Strength & testing of materials
Innovative retrofitted reinforcement techniques for masonry arch bridges. Sumon S. K. Sep., 91–99
Open sandwich bridge deck construction—20 years on. Mays G. C. and Dakers J. J. Jun., 81–89
Stress analysis
Thermal-creep analysis of concrete bridges. Xu Q. and Burgoyne C. Sep., 107–115
Temporary works
A1 River Tyne bridge, UK—design and construction. Metheringham S. and Townshend J. Jun., 45–52
Tendering
Upgrading of Central Motorway junction, Auckland. Corbett P. W. and Edmonds M. A. Mar., 25–36
Thermal effects
Thermal-creep analysis of concrete bridges. Xu Q. and Burgoyne C. Sep., 107–115
Timber structures
Filsa Bridge, Norway—a record-breaking timber bridge. Ekeberg P. K. and Søyland K. Mar., 1–7
Performance of a stress-laminated-timber arch bridge. Kermani A. and Freedman G. Dec., 155–164
The replacement of Carbrain Gully footbridge. Greenslade D. Dec., 179–184
Urban regeneration
The replacement of Carbrain Gully footbridge. Greenslade D. Dec., 179–184
