Aparicio Á. C. and Ramos G.
Footbridge over the Sant Adria Marina, Barcelona, Spain. Dec., 193–200
Bell B.
An integral composite bridge of high skew. Discussion. Mar., 37
Brownjohn J. M. W. and Middleton C.
Efficient dynamic performance assessment of a footbridge. Dec., 185–192
Burgoyne C. see Xu Q. and Burgoyne C.
Carstairs N. A. see Riches O. J. et al.
Carter S. see Place D. et al.
Corbett P. W. and Edmonds M. A.
Upgrading of Central Motorway junction, Auckland. Mar., 25–36
Curran P.
Editorial. Dec., 141
Dakers J. J. see Mays G. C. and Dakers J. J.
Edmonds M. A. see Corbett P. W. and Edmonds M. A.
Ekeberg P. K. and Søyland K.
Filsa Bridge, Norway—a record-breaking timber bridge. Mar., 1–7
Farooq I. see Place D. et al.
Firth I. P. T. see Sanders P. A. and Firth I. P. T.
Flaig K. D. and Lark R. J.
A risk-based decision-support strategy for bridge management. Sep., 101–106
Freedman G. see Kermani A. and Freedman G.
Greenslade D.
The replacement of Carbrain Gully footbridge. Dec., 179–184
Hobbs R. E. see Wong S. M. et al.
Huang M.-H., Thambiratnam D. and Perera N. J.
Resonant vibration of shallow suspension footbridges. Dec., 201–209
Hughes T. G.
William Edwards Bridge, Pontypridd, UK. Jun., 71–80
Jones A. E. K. see Riches O. J. et al.
Kermani A. and Freedman G.
Performance of a stress-laminated-timber arch bridge. Dec., 155–164
Lark R. J. see Flaig K. D. and Lark R. J.
Mays G. C. and Dakers J. J.
Open sandwich bridge deck construction–20 years on. Jun., 81–89
Metheringham S. and Townshend J.
A1 River Tyne bridge, UK—design and construction. Jun., 45–52
Middleton C. see Brownjohn J. M. W. and Middleton C.
Onof C. J. see Wong S. M. et al.
Pavic A. see Živanović S. et al.
Perera N. J. see Huang M.-H. et al.
Place D., Farooq I. and Carter S.
A34 Chievely/M4 junction 13 improvement: design. Mar., 15–23
Ramos G. see Aparicio Á. C. and Ramos G.
Reynolds P. see Živanović S. et al.
Riches O. J., Carstairs N. A. and Jones A. E. K.
A simplified integral composite bridge connection. Jun., 63–69
Roberts T. M.
Probabilistic pedestrian lateral excitation of bridges. Jun., 53–61
Sanders P. A. and Firth I. P. T.
Design and construction of the Sail Bridge, Swansea, UK. Dec., 143–153
Smith D. A.
Refurbishment of the old Medway bridge, UK. Sep., 129–139
Søyland K. see Ekeberg P. K. and Søyland K.
Sumon S. K.
Innovative retrofitted reinforcement techniques for masonry arch bridges. Sep., 91–99
Thambiratnam D. see Huang M.-H. et al.
Townshend J. see Metheringham S. and Townshend J.
Waters R. A.
Repair and stabilisation of Trinity Bridge, Crowland, UK. Mar., 9–13
Wong S. M., Onof C. J. and Hobbs R. E.
Models for evaluating the costs of bridge failure. Sep., 117–128
Xu Q. and Burgoyne C.
Thermal-creep analysis of concrete bridges. Sep., 107–115
Živanović S., Pavic A. and Reynolds P.
Human–structure dynamic interaction in footbridges. Dec., 165–177
