Ashfield M. see Morley S. et al.
Atkins C. see Roberts M.B. et al.
Bailey C.
Effective lengths of concrete-filled steel square hollow sections in fire. May, 169–178
Bradford M.A. see Mohamed Ali M.S. et al.
Chan T.K. and Porter Goff R.F.D.
Welded aluminium alloy connections: a simplified plastic model. May, 161–168
Chan W.T. see Kwan A.K.H. and Chan W.T.
Chang S.P. and Im C.K.
Thermal behaviour of composite box-girder bridges. May, 117–126
Chang S.P. see also Shim C.S. et al.
Chung C.H. see Shim C.S. et al.
Cook D.A., Ledbetter S., Ring S. and Wenzel F.
Masonry crack damage: its origins, diagnosis, philosophy and a basis for repair. Feb., 39–50
Douglas S.P.
The Reebok Stadium. Nov., 333–338
Elliott K.S. see Lam D. et al.
Ellis B.R., Ji T. and Littler J.D.
The response of grandstands to dynamic crowd loads. Nov., 355–365
Eyre J.R.
Membrane action in plain concrete slabs under concentrated loading. Aug., 207–217
Fang J.Q., Li Q.S., Liu D.K., Jeary A.P. and Wong C.K.
Wind effects on a very tall building and wavelet analysis. May, 151–159
Gannon P.
Manchester United FC new North Stand. Nov., 315–322
Glass J.
Wall panel renaissance: tilt-up concrete construction. Aug., 277–289
Haldane D. and Ziara M.
Strengthening reinforced concrete girders with ‘n’ and ‘T’ cross-sections. Feb., 61–72
Hassanen M.A.H. see Raoof M. and Hassanen M.A.H.
Hogg V. see Roberts M.B. et al.
Hunter J.
Bridges for the millennium. Meeting report. May, 187–188
Im C.K. see Chang S.P. and Im C.K.
Jeary A.P. see Fang J.Q. et al.
Ji T. see Ellis B.R. et al.
Kim J.H. see Shim C.S. et al.
King A. see Morley S. et al.
Kuang J.S. see Xi Y. and Kuang J.S.
Kwan A.K.H. and Chan W.T.
Non-planar beam–wall joints in tall building structures. Feb., 73–83
Lam D., Elliott K.S. and Nethercot D.A.
Designing composite steel beams with precast concrete hollow core slabs. May, 139–149
Lam D., Elliott K.S. and Nethercot D.A.
Experiments on composite steel beams with precast concrete hollow core floor slabs. May, 127–138
Ledbetter S. see Cook D.A. et al.
Li Q.S. see Fang J.Q. et al.
Littler J.D. see Ellis B.R et al.
Liu D.K. see Fang J.Q. et al.
Maleki M.T. see Sergi G. et al.
Mans I.D.G. and Rodenburg J.
The Amsterdam Arena: a multi-functional stadium. Nov., 323–331
Marí A.R. and Montaner J.
Continuous precast concrete girder and slab bridge decks. Aug., 195–206
Middleton C. see Roberts M.B. et al.
Mirambell E.and Zárate A.V.
Web buckling of tapered plate girders. Feb., 51–60
Mohamed Ali M.S., Oehlers D.J. and Bradford M.A.
Shear peeling of steel plates adhesively bonded to the sides of reinforced concrete beams. Aug., 249–259
Montaner J. see Marí A.R. and Montaner J.
Morley S., King A. and Ashfield M.
Stadium Australia: for 2000 Olympics. Nov., 307–314
Murray F.V.
Croke Park redevelopment—stadium design in an urban context. Nov., 345–353
Nethercot D.A. see Lam D. et al.
Oehlers D.J. see Mohamed Ali M.S. et al.
Page C.L. see Sergi G. et al.
Pike D.
The new No. 1 court and Broadcast Centre: All England Lawn Tennis and Croquet Club, Wimbledon. Nov., 339–344
Porter Goff R.F.D. see Chan T.K. and Porter Goff R.F.D.
Raoof M. and Hassanen M.A.H.
Peeling failure of reinforced concrete beams with fibre-reinforced plastic or steel plates glued to their soffits. Aug., 291–305
Rigden S.R. see Tajalli S.M.A. and Rigden S.R.
Ring S. see Cook D.A. et al.
Roberts M.B., Atkins C., Hogg V. and Middleton C.
A proposed empirical corrosion model for reinforced concrete. Feb., 1–11
Roberts M.B. see also Sarveswaran V. et al.
Roberts T.M. and Shahabian F.
Design procedures for combined shear and patch loading of plate girders. Aug., 219–225
Rodenburg J. see Mans I.D.G. and Rodenburg J.
Rose T.A. see Smith P.D. et al.
Sadegzadeh M. see Sergi G. et al.
Saotonglang E. see Smith P.D. et al.
Sarveswaran V., Roberts M.B. and Ward J.A.
Reliability assessment of deteriorating reinforced concrete beams. Aug., 239–247
Seneviratne A.M.G. see Sergi G. et al.
Sergi G., Seneviratne A.M.G., Maleki M.T., Sadegzadeh M. and Page C.L.
Control of reinforcement corrosion by surface treatment of concrete. Feb., 85–100
Shahabian F. see Roberts T.M. and Shahabian F.
Shim C.S., Kim J.H., Chang S.P. and Chung C.H.
The behaviour of shear connections in a composite beam with a full-depth precast slab. Feb., 101–110
Smith P.D., Rose T.A. and Saotonglang E.
Clearing of blast waves from building facades. Discussion. Nov., 367–369
Tajalli S.M.A. and Rigden S.R.
Partially and non-destructive testing of 40 concrete bridges. Feb., 25–38
Ward J.A. see Sarveswaran V. et al.
Wenzel F. see Cook D.A. et al.
West H.W.H.
Masonry. Half-day meeting. May, 189–190
Wong C.K. see Fang J.Q. et al.
Xi Y. and Kuang J.S.
An energy approach for geometrically non-linear analysis of cable-stayed bridges. Aug., 227–237
Yun Y.M.
A refined strut—tie model approach and its application tool. Feb., 13–24
Zalka K.A.
Stress analysis of buildings under horizontal load. Part 1: Basic behaviour—deformations. May, 179–186
Zalka K.A.
Stress analysis of buildings under horizontal load. Part 2: Load distribution. Aug., 261–275
Zárate A.V. see Mirambell E. and Zárate A.V.
Ziara M. see Haldane D. and Ziara M.
