Author index
Barbour H. see Waley G. et al.
Barlow W. H.
Description of the Clifton Suspension Bridge, UK. Mar., 5–10
Bell B.
An integral composite bridge of high skew. Dec., 191–198
Boothby T. E. see Fanning P. J. and Boothby T. E.
Brown P. C. see Collings D. and Brown P. C.
Buckby R. see Fuchs N. et al.
Buckland P. G. and Matson D. D.
The reconstructed Lions' Gate suspension bridge, Vancouver. Sep., 125–133
Butterworth K., Carr D. and Kassabian P.
Gateshead Millennium Bridge, UK: fabrication, assembly and erection. Mar., 11–19
Caetano E. see Cunha Á. et al.
Calçada R. see Cunha Á. et al.
Carr D. see Butterworth K. et al.
Cleland D. J. see Taylor S. E.et al.
Collings D. and Brown P. C.
The construction of Taney Bridge, Ireland. Sep., 117–124
Collings D., Mizon D. H., Swift P.
The design and construction of the Bangladesh–UK friendship bridge. Dec., 181–190
Cunha Á., Caetano E., Calçada R., De Roeck G. and Peeters B.
Dynamic measurements on bridges: design, rehabilitation and monitoring. Sep., 135–148
De Roeck G. see Cunha Á. et al.
Dolling C. N. and Hudson R. M.
Weathering steel bridges. Mar., 39–44
Fanning P. J. and Boothby T. E.
Experimentally-based assessment of masonry arch bridges. Sep., 109–116
Fletcher M. S. and Parker J. S.
Dynamics of the Hungerford Millennium footbridges, UK. Jun., 57–62
Fuchs N., Tomlinson K. and Buckby R.
El Ferdan Bridge, Egypt: the world's longest swing bridge. Mar., 21–30
Hamilton A. and Philips M.
Project history of Dublin's River Liffey Bridges. Dec., 161–179
Hudson R. M. see Dolling C. N. and Hudson R. M.
James C.
Castle Bridge, Weston Super-Mare, UK. Mar., 31–37
Johnson R. P.
Analyses of a composite bowstring truss with tension stiffening. Jun., 63–70
Kassabian P. see Butterworth K. et al.
Lasenby J. see McRobie A. et al.
Matson D. D. see Buckland P. G. and Matson D. D.
McRobie A., Morgenthal G., Lasenby J. and Ringer M.
Section model tests on human–structure lock-in. Jun., 71–79
Mizon D. H. see Collings D. et al.
Morgenthal G. see McRobie A. et al.
Nazmy A. S.
Seismic response analysis of long-span steel arch bridges. Jun., 91–97
Parker J. S. see Fletcher M. S. and Parker J. S.
Peeters B. see Cunha Á. et al.
Philips M. see Hamilton A. and Philips M.
Rankin G. I. B. see Taylor S. E. et al.
Roberts T. M.
Synchronised pedestrian excitation of footbridges. Dec., 155–160
Ringer M. see McRobie A. et al.
Swift P. see Collings D. et al.
Taylor S. E., Rankin G. I. B. and Cleland D. J.
Real strength of high-performance concrete bridge deck slabs. Jun., 81–90
Tomlinson K. see Fuchs N. et al.
Waley G., Wilkins S. D. and Barbour H.
Design of strengthening works for an 1890s steel rail bridge. Jun., 99–107
Wilkins S. D. see Waley G. et al.
Young J.
Jiangyin Yangtze River Bridge, China. Mar., 45–53
