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