Author index
Ahmadi-Kashani K.
Seismic design of Egnatia Motorway bridges, Greece. Jun., 83–91
Arya C. and Vassie P. R.
Whole life cost analysis in concrete bridge tender evaluation. Mar., 9–18
Barr B. I. G.
Editorial. Dec., 175
and see Lark R. J. et al.
Battista R. C. and Pfeil M. S.
Strengthening fatigue-cracked steel bridge decks. Jun., 93–102
Bell B.
An integral composite bridge of high skew. Discussion. Mar., 49
Boulton P. and Tomaselli F.
Bearings for the M2 New Medway Bridge. Jun., 65–70
Brown P. C. see Collings D. and Brown P. C.
Buckland P. G. and Matson D. D.
The reconstructed Lions' Gate suspension bridge. Discussion. Jun., 112
Chalmers B. see Fleck J. et al.
Clarke J. see Darby A. et al.
Clubley S. K. and Morey M. E. J.
Strengthening rail bridge wingwalls for containment barriers. Sep., 163–170
Collings D. and Brown P. C.
The construction of Taney Bridge—using a concrete composite segmental shell deck. Discussion. Dec., 213–215
Darby A., Ibell T., Clarke J., Denton S., Farmer N. and Luke S.
Strengthening concrete structures using fibre composites. Sep., 123–129
Denton S. see Darby A. et al.
Dixon R.
The refurbishment of Heyeswood Railway Bridge. Sep., 131–137
Duffy L.
Development of Eirspan: Ireland's bridge management system. Sep., 139–146
Farmer N. see Darby A. et al.
Fleck J., Chalmers B. and Todd D.
Design of Garrion Bridge, Scotland. Mar., 19–26
Hackney M. J., Stocks A., Miller K. and Jencks C.
Portrack, Scotland—a major railway realignment. Dec., 177–186
Head P. R.
New bridge technology for sustainable development. Dec., 193–202
Healy A. see Ruane K. D. and Healy A.
Hendy C. see Smith D. A. and Hendy C. R.
Howells R. W. see Lark R. J. et al.
Huang C.-L. see Zhang Z. et al.
Ibell T. see Darby A. et al.
Imhof D. and Middleton C. R.
Comparison of slab-bridge safety assessment strategies. Sep., 147–155
Jencks C. see Hackney M. J. et al.
Johnson R. P.
Analysis of a composite bowstring truss with tension stiffening. Discussion. Jun., 111
Lark R. J.
HSFG bolted connections using weathering steel materials. Jun., 103–110
Lark R. J., Howells R. W. and Barr B. I. G.
Behaviour of post-tensioned concrete box girders. Jun., 71–81
Luke S. see Darby A. et al.
MacLeod I. A. see Martin T. and MacLeod I. A.
Martin T. and MacLeod I. A.
The Tay Rail Bridge disaster revisited. Dec., 187–192
Matson D. D. see Buckland P. G. and Matson D. D.
Mawson B. R.
Editorial. Sep., 115
Middleton C. R. see Imhof D. and Middleton C. R.
Miller K. see Hackney M. J. et al.
Morey M. E. J. see Clubley S. K. and Morey M. E. J.
Pan S.-S. see Zhang Z. et al.
Patel D. J.
Value of shock transmission units for Mumbai Bridge. Dec., 203–212
Pfeil M. S. see Battista R. C. and Pfeil M. S.
Ruane K. D. and Healy A.
Assessment testing Mizen Head Footbridge, Ireland. Sep., 117–122
Smith D. A. and Hendy C. R.
Design of the New Medway Bridge, England. Mar., 27–36
Stocks A. see Hackney M. J. et al.
Symonds J. D.
Llangollen Railway: refurbishment of Berwyn Viaduct. Sep., 151–161
Tilly G. P.
Performance of repairs to concrete bridges. Sep., 171–174
Todd D. see Fleck J. et al.
Tomaselli F. see Boulton P. and Tomaselli F.
Vassie P. R. see Arya C. and Vassie P. R.
Waley G.
The Victoria Falls Bridge. Mar., 37–47
Wyatt T. A.
Evaluation of localised loading on suspension bridges. Jun., 55–63
Zhang Z., Pan S.-S. and Huang C.-L.
Design and construction of Tongwamen Bridge, China. Mar., 1–7
