Arya C. see Vassie P. R. and Arya C.
Attoh-Okine N. O. and Bowers S.
A Bayesian belief network model of bridge deterioration. Jun., 69–76
Beavor N. and Cai J.
Design and construction of two launched bridges. Sep., 137–145
Bell B. see Imam B. et al.
Bowers S. see Attoh-Okine N. O. and Bowers S.
Brown C. J., Roberts G. W. and Meng X.
Developments in the use of GPS for bridge monitoring. Sep., 117–119
Brown C. J. see Roberts G. W. et al.
Cai J. see Beavor N. and Cai J.
Chakrabarti, S. and Garden S.
Eurocodes implementation for highway bridges in the UK. Dec., 149–151
Chryssanthopoulos M. K. see Imam B. et al.
Clubley S. K., Winter N. and Turner K. W.
Heat-straightening repairs to a steel road bridge. Mar., 35–42
Collings D.
An environmental comparison of bridge forms. Dec., 168
Dallard P. see Roberts G. W. et al.
Garden S. see Chakrabarti S. and Garden S.
Gilbert M. see Hulet K. M. et al.
Gordon S. R. and May I. M.
Development of in situ joints for pre-cast bridge deck units. Mar., 17–30
Hodgkinson B. see Yeoell D. et al.
Huang C.-L. see Wang H.-L. et al.
Hulet K. M., Smith C. C. and Gilbert M.
Load-carrying capacity of flooded masonry arch bridges. Sep., 97–103
Imam B., Righiniotis T. D., Chryssanthopoulos M. K. and Bell B.
Analytical fatigue assessment of riveted rail bridges. Sep., 105–116
Karoumi R. see OBrien E. J. et al.
Kindij A. see Radic J. et al.
Kwan A. K. H. and Ng P. L.
Reducing damage to concrete stitches in bridge decks. Jun., 53–62
Mairs D. and Whitby M.
Engineering, architecture and the River Po footbridge, Turin. Jun., 47–52
Mawson B.
Editorial. Dec., 147
May I. M. see Gordon S. R. and May I. M.
Meng X. see Brown C. J. et al.
see also Roberts G. W. et al.
Mordey A. G.
The replacement of Heath Town footbridge. Mar., 3–7
Ng P. L. see Kwan A. K. H. and Ng P. L.
OBrien E. J., Quilligan M. J. and Karoumi R.
Calculating an influence line from direct measurements. Mar., 31–34
Parasram T. see Yeoell D. et al.
Qiu W.-L. see Zhang Z. et al.
Quilligan M. J. see OBrien E. J. et al.
Radic J., Šavor Z. and Kindij A.
Innovations in concrete arch bridge design. Sep., 121–126
Righiniotis T. D. see Imam B. et al.
Roberts G. W. see Brown C. J. et al.
Roberts G. W., Meng X., Brown C. J. and Dallard P.
GPS measurements on the London Millennium Bridge. Dec., 153–161
Švor Z. see Radic J. et al.
Shi L. see Wang H.-L. et al.
Smith C. C. see Hulet K. M. et al.
Smits J.
Eight footbridges in the Rembrandt Park in Amsterdam. Jun., 63–67
Teng Q.-J. see Zhang Z. et al.
Turner K. W. see Clubley S. K. et al.
Vassie P. R. and Arya C.
Long-term maintenance strategies for highway bridges. Jun., 83–90
Wang H.-L., Zhang Z., Huang C.-L. and Shi L.
A fuzzy optimum model to assess bridge design options. Mar., 9–15
Whitby M. see Mairs D. and Whitby M.
Williams D. E.
St Paul's Footbridge, Ebbw Vale, Wales—landmark structure. Jun., 77–81
Winter N. see Clubley S. K. et al.
Yeoell D., Parasram T. and Hodgkinson B.
Structural repair of elevated Harrow Road (westbound), UK. Sep., 127–135
Zhang Z. see Wang H.-L. et al.
Zhang Z., Teng Q.-J. and Qiu W.-L.
Recent concrete, self-anchored suspension bridges in China. Dec., 169–177
