Beams & girders
Lateral torsion-flexure buckling of corrugated web steel girders. Sayed-Ahmed E. Y. Feb., 53–69
Behaviour of RC column to iTECH composite beam joint. Ju Y.-K. and Kim S.-D. Apr., 97–107
Strengthening of critically designed girders with dapped ends. Taher S. E.-D. M. F. Apr., 141–152
Assessment of composite column and RC beam joints. Ju Y.-K., Chun S.-C. and Yoon S.-W. Jun., 201–215
Designing thin-walled composite-filled beams. Anwar Hossain K. M. Aug., 267–278
Stiffness of web-flange junctions of pultruded GRP sections. Turvey G. J. and Zhang Y. Dec., 381–391
Brickwork & masonry
Analysing explosive damage in an urban environment. Luccioni B. M., Ambrosini R. D. and Danesi R. F. Feb.,1–12
Buildings, structure & design
Analysing explosive damage in an urban environment. Luccioni B. M., Ambrosini R. D. and Danesi R. F. Feb., 1–12
Diagonally-reinforced beam–column joints reinforced under cyclic loading. Au F. T. K., Huang K. and Pam H. J. Feb., 21–40
Behaviour of RC column to iTECH composite beam joint. Ju Y.-K. and Kim S.-D. Apr., 97–107
A macro model of shear walls for push-over analysis. Qian J. and Chen Q. Apr., 119–132
A state-of-the-art office in Brentwood, Essex. Hughes A. and Warburton P. Jun., 157–165
Serviceability of a 79-storey tall building under typhoon conditions. Li Q. S., Xiao Y. Q., Wong C. K., Hau S. K. and Jeary A. P. Aug., 219–228
Development of long-span iron roof structures in Britain. Swailes T. & Marsh J. Oct., 321–339
A critique of the earthquake policies in northern Cyprus. Hürol Y. and Wilkinson N. Dec., 355–369
Codes of practice & standards
Revised code provisions for long-term deflection calculations. Beeby A. W., Scott R. H. and Jones A. E. K. Feb., 71–75
Human-induced swaying forces on flexible structures. Yao S., Wright J., Yu C.-H., Pavic A. and Reynolds P. Apr., 109–117
Flat slab design: past, present and future. Jones A. E. K. and Morrison J. Apr., 133–140
Eurocodes: using reliability analysis to combine action effects. Gulvanessian H. and Holicky M. Aug., 243–252
Columns
Assessment of composite column and RC beam joints. Ju Y.-K., Chun S.-C. and Yoon S.-W. Jun., 201–215
Composite structures
Shear deformation debonding of adhesively bonded plates. Oehlers D. J., Liu I. S. T. and Seracino R. Feb., 77–84
Behaviour of RC column to iTECH composite beam joint. Ju Y.-K. and Kim S.-D. Apr., 97–107
Assessment of composite column and RC beam joints. Ju Y.-K., Chun S.-C. and Yoon S.-W. Jun., 201–215
Stiffness of web-flange junctions of pultruded GRP sections. Turvey G. J. and Zhang Y. Dec., 381–391
Concrete structures
Diagonally-reinforced beam–column joints reinforced under cyclic loading. Au F. T. K., Huang K. and Pam H. J. Feb., 21–40
Revised code provisions for long-term deflection calculations. Beeby A. W., Scott R. H. and Jones A. E. K. Feb., 71–75
Shear deformation debonding of adhesively bonded plates. Oehlers D. J., Liu I. S. T. and Seracino R. Feb., 77–84
A macro model of shear walls for push-over analysis. Qian J. and Chen Q. Apr., 119–132
A state-of-the-art office in Brentwood, Essex. Hughes A. and Warburton P. Jun., 157–165
Enhancing ductility of reinforced concrete frame buildings. Kuang J. S. and Atanda A. I. Aug., 253–265
Improving RC seismic design through the CFP method. Kotsovos G. M., Zeris C. and Pavlović M. N. Oct., 291–302
A critique of the earthquake policies in northern Cyprus. Hürol Y. and Wilkinson N. Dec., 355–369
Deficiencies of the normal moment yield criterion for RC slabs. May I. M. and Lodi S. H. Dec., 371–380
Concrete technology & manufacture
Strength and durability of concrete with ash aggregate. Basheer P. A. M. and Bai Y. Jun., 191–199
The case for air-entrainment in high-performance concrete. Bassuoni M. T. and Nehdi M. L. Oct., 311–319
Conservation
Development of long-span iron roof structures in Britain. Swailes T. & Marsh J. Oct., 321–339
Temperature effects on copper-clad brickwork dome roof. Rankin G. I. B., Thompson A. and Robinson R. D. N. Dec., 343–353
Design methods & aids
Shear deformation debonding of adhesively bonded plates. Oehlers D. J., Liu I. S. T. and Seracino R. Feb., 77–84
Human-induced swaying forces on flexible structures. Yao S., Wright J., Yu C.-H., Pavic A. and Reynolds P. Apr., 109–117
Flat slab design: past, present and future. Jones A. E. K. and Morrison J. Apr., 133–140
Designing thin-walled composite-filled beams. Anwar Hossain K. M. Aug., 267–278
Dynamics
Dynamic characteristics of single-layer cylindrical lattice shells. Chen Y. B., Li Q. S. and Chen J. M. Feb., 41–51
Human-induced swaying forces on flexible structures. Yao S., Wright J., Yu C.-H., Pavic A. and Reynolds P. Apr., 109–117
Shake table testing of tubular steel bracing members. Elghazouli A. Y., Broderick B. M., Goggins J., Mouzakis H., Carydis P., Bouwkamp J. and Plumier A. Aug., 229–241
Ductility
Improving ductility of non-seismically designed RC columns. Kuang J. S. and Wong H. F. Feb., 13–20
Environment
A state-of-the-art office in Brentwood, Essex. Hughes A. and Warburton P. Jun., 157–165
Failures
Strengthening of critically designed girders with dapped ends. Taher S. E.-D. M. F. Apr., 141–152
Experimental study of prefabricated funicular shell units. Vafai A., Estekanchi H. E. and Javidruzi M. Jun., 167–174
The strength of steel end-plated connections. Kamtekar A. G. Jun., 175–190
Field testing & monitoring
Serviceability of a 79-storey tall building under typhoon conditions. Li Q. S., Xiao Y. Q., Wong C. K., Hau S. K. and Jeary A. P. Aug., 219–228
Temperature effects on copper-clad brickwork dome roof. Rankin G. I. B., Thompson A. and Robinson R. D. N. Dec., 343–353
Health & safety
Crowd circulation and stadium design: low flow rate systems. Brocklehurst D., Bouchlaghem D., Pitfield D., Palmer G. and Still K. Oct., 281–289
History
Development of long-span iron roof structures in Britain. Swailes T. & Marsh J. Oct., 321–339
Low-to-moderate seismicity
Improving ductility of non-seismically designed RC columns. Kuang J. S. and Wong H. F. Feb., 13–20
Materials technology
The case for air-entrainment in high-performance concrete. Bassuoni M. T. and Nehdi M. L. Oct., 311–319
Mathematical modelling
Analysing explosive damage in an urban environment. Luccioni B. M., Ambrosini R. D. and Danesi R. F. Feb., 1–12
Lateral torsion-flexure buckling of corrugated web steel girders. Sayed-Ahmed E. Y. Feb., 53–69
Design of FRP strengthening in metal yield zones. Sebastian W. M. Oct., 303–310
RC columns
Improving ductility of non-seismically designed RC columns. Kuang J. S. and Wong H. F. Feb., 13–20
Recreational facilities
Crowd circulation and stadium design: low flow rate systems. Brocklehurst D., Bouchlaghem D., Pitfield D., Palmer G. and Still K. Oct., 281–289
Rehabilitation, reclamation & renovation
Strengthening of critically designed girders with dapped ends. Taher S. E.-D. M. F. Apr., 141–152
Risk & probability analysis
Eurocodes: using reliability analysis to combine action effects. Gulvanessian H. and Holicky M. Aug., 243–252
Safety and hazards
Analysing explosive damage in an urban environment. Luccioni B. M., Ambrosini R. D. and Danesi R. F. Feb., 1–12
Seismic engineering
Diagonally-reinforced beam–column joints reinforced under cyclic loading. Au F. T. K., Huang K. and Pam H. J. Feb., 21–40
Dynamic characteristics of single-layer cylindrical lattice shells. Chen Y. B., Li Q. S. and Chen J. M. Feb., 41–51
A macro model of shear walls for push-over analysis. Qian J. and Chen Q. Apr., 119–132
Shake table testing of tubular steel bracing members. Elghazouli A. Y., Broderick B. M., Goggins J., Mouzakis H., Carydis P., Bouwkamp J. and Plumier A. Aug., 229–241
Enhancing ductility of reinforced concrete frame buildings. Kuang J. S. and Atanda A. I. Aug., 253–265
Improving RC seismic design through the CFP method. Kotsovos G. M., Zeris C. and Pavlović M. N. Oct., 291–302
A critique of the earthquake policies in northern Cyprus. Hürol Y. and Wilkinson N. Dec., 355–369
Shells
Dynamic characteristics of single-layer cylindrical lattice shells. Chen Y. B., Li Q. S. and Chen J. M. Feb., 41–51
Experimental study of prefabricated funicular shell units. Vafai A., Estekanchi H. E. and Javidruzi M. Jun., 167–174
Slabs & plates
Flat slab design: past, present and future. Jones A. E. K. and Morrison J. Apr., 133–140
Deficiencies of the normal moment yield criterion for RC slabs. May I. M. and Lodi S. H. Dec., 371–380
Steel structures
The strength of steel end-plated connections. Kamtekar A. G. Jun., 175–190
Shake table testing of tubular steel bracing members. Elghazouli A. Y., Broderick B. M., Goggins J., Mouzakis H., Carydis P., Bouwkamp J. and Plumier A. Aug., 229–241
Design of FRP strengthening in metal yield zones. Sebastian W. M. Oct., 303–310
Strength & testing of materials
Lateral torsion-flexure buckling of corrugated web steel girders. Sayed-Ahmed E. Y. Feb., 53–69
Revised code provisions for long-term deflection calculations. Beeby A. W., Scott R. H. and Jones A. E. K. Feb., 71–75
The strength of steel end-plated connections. Kamtekar A. G. Jun., 175–190
Strength and durability of concrete with ash aggregate. Basheer P. A. M. and Bai Y. Jun., 191–199
Designing thin-walled composite-filled beams. Anwar Hossain K. M. Aug., 267–278
Design of FRP strengthening in metal yield zones. Sebastian W. M. Oct., 303–310
Stiffness of web-flange junctions of pultruded GRP sections. Turvey G. J. and Zhang Y. Dec., 381–391
Stress analysis
Experimental study of prefabricated funicular shell units. Vafai A., Estekanchi H. E. and Javidruzi M. Jun., 167–174
Structural frameworks
Enhancing ductility of reinforced concrete frame buildings. Kuang J. S. and Atanda A. I. Aug., 253–265
Thermal effects
Temperature effects on copper-clad brickwork dome roof. Rankin G. I. B., Thompson A. and Robinson R. D. N. Dec., 343–353
Waste management & disposal
Strength and durability of concrete with ash aggregate. Basheer P. A. M. and Bai Y. Jun., 191–199
Wind loading & dynamics
Serviceability of a 79-storey tall building under typhoon conditions. Li Q. S., Xiao Y. Q., Wong C. K., Hau S. K. and Jeary A. P. Aug., 219–228
