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Prof Yong Wang (BA, PhD, CEng, FIStructE) - publications

List of publications

2014

  • Haitham Al-Thairya, Y.C. Wang. A simplified analytical method for predicting the critical velocity of vehicle impact on steel columns. Journal of Constructional Steel Research. 2014 January; 92: 136-149. eScholarID:213483 | DOI:10.1016/j.jcsr.2013.10.014

2013

  • H. al-Thairy, Wang, Y.C. A Simplified Analytical Method for Predicting the Critical Velocity of Transverse Rigid Body Impact on Steel Columns. International Journal of Impact Engineering. 2013 August; 58: 39-54. eScholarID:196329 | DOI:doi:10.1016/j.ijimpeng.2013.02.004
  • A Shahbazian, Y C Wang. A simplified approach for calculating temperatures in axially loaded cold-formed thin-walled steel studs in wall panel assemblies exposed to fire from one side. Thin Walled Structures. 2013 March; 64: 60-72. eScholarID:186105 | DOI:http://dx.doi.org/10.1016/j.tws.2012.12.005
  • 5. Elsawaf, S. and Wang, Y.C. Behaviour of restrained structural subassemblies of steel beam to CFT column in fire during cooling stage. Engineering Structures. 2013; 46: 471-492. eScholarID:196335 | DOI:http://dx.doi.org/10.1016/j.engstruct.2012.08.023
  • S. Elsawaf, Y.C. Wang. Behaviour of restrained structural subassemblies of steel beam to CFT column in fire during cooling stage. Engineering Structures. 2013 January; 46: 471-492. eScholarID:171315 | DOI:10.1016/j.engstruct.2012.08.023
  • 4. Wang, Y.C. and Li, X. Experimental study of moment-rotation characteristics of reverse channel connections to tubular columns. Journal of Constructional Steel Research. 2013; 85: 92-104. eScholarID:196333 | DOI:doi:10.1016/j.jcsr.2013.03.006

2012

  • Rahmanian, I. and Wang, Y.C. A Combined Experimental and Numerical Method for Extracting Temperature-Dependent Thermal Conductivity of Gypsum Boards. Construction and Building Materials. 2012 January; 26(1): 707-722. eScholarID:144239 | DOI:10.1016/j.conbuildmat.2011.06.078
  • 13. Li, G.Q., Zhang, C., Lou, G.B., Wang, Y.C. and Wang, L.L. Assess the Fire Resistance of Intumescent Coatings by Equivalent Constant Thermal Resistance. Fire Technology. 2012; 48: 529-546. eScholarID:184828 | DOI:DOI: 10.1007/s10694-011-0225-x
  • Elsawaf, S., Wang, Y.C., and Mandal, P. Behaviour of steel beams connected to CFT column in fire during cooling stage. Proceedings of Tubular Structures XIV. London: Balkema: 2012: 631-638. eScholarID:184843
  • Park, A.P. and Wang, Y.C. Development of component stiffness equations for bolted connections to RHS columns. Journal of Constructional Steel Research. 2012 March; 70: 137-152. eScholarID:144233 | DOI:10.1016/j.jcsr.2011.08.004
  • A. Shahbazian, Y.C. Wang. Direct Strength Method for Calculating Distortional Buckling Capacity of Cold-Formed Thin- Walled Steel Columns with Uniform and Non-Uniform Elevated Temperatures. Thin-Walled Structures. 2012; 53: 188-199. eScholarID:171318 | DOI:10.1016/j.tws.2012.01.006
  • Chen, L., Wang, Y.C. Efficient modelling of large deflection behaviour of restrained steel structures with realistic endplate beam/column connections in fire. Engineering Structures. 2012; 43: 194-209. eScholarID:171313 | DOI:10.1016/j.engstruct.2012.05.030
  • Jafarian, M., and Wang, Y.C. Experimental behaviour of reverse channel connection component under bolt tension at elevated temperatures. Proceedings of Tubular Structures XIV. London: Balkema: 2012: 623-629. eScholarID:184845
  • Y. Zhang, Y.C. Wang, C.G. Bailey, A.P. Taylor. Global modelling of fire protection performance of an intumescent coating under different furnace fire conditions. Journal of Fire Sciences. 2012; eScholarID:171321 | DOI:10.1177/0734904112453566
  • Y. Zhang, Y.C. Wang, C.G. Bailey, A.P. Taylor. Global modelling of fire protection performance of intumescent coating under different cone calorimeter heating conditions. Fire Safety Journal. 2012; 50(May): 51-62. eScholarID:171320 | DOI:10.1016/j.firesaf.2012.02.004
  • He, Y.C., Wang, Y.C. Load–deflection behavior of thin-walled plates with multiple bolts in shearing. Thin-Walled Structures. 2012; 55: 51-63. eScholarID:171319 | DOI:10.1016/j.tws.2012.02.014
  • Othuman, M.A. and Wang, Y.C. Mechanical Properties of Foamed Concrete Exposed to High Temperatures. Construction and Building Materials. 2012 January; 26(1): 638-653. eScholarID:144249 | DOI:10.1016/j.conbuildmat.2011.06.067
  • Chen, L, Wang, Y.C. Methods of improving survivability of steel beam/column connections in fire. Journal of Constructional Steel Research. 2012 December; 79: 127-139. eScholarID:171311 | DOI:10.1016/j.jcsr.2012.07.025
  • S. Elsawaf, Y.C. Wang. Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connection. Engineering Structures. 2012; 32: 132-146. eScholarID:171317 | DOI:10.1016/j.engstruct.2011.09.004
  • 9. Li, H.Z., Kandare, E., Li, S.H., Wang, Y.C., Kandola, B., Myler, P. and Horrocks, A.R. Micromechanical finite element analyses of fire-retarded woven fabric composites at elevated temperatures using unit cells at multiple length scales. Computational Materials Science. 2012; 55: 23-33. eScholarID:171322 | DOI:10.1016/j.commatsci.2011.11.019
  • 11. Li, H.Z., Kandare, E., Li, S.H., Wang, Y.C., Kandola, B., Myler, P. and Horrocks, A.R. Micromechanical finite element analyses of fire-retarded woven fabric composites at elevated temperatures using unit cells at multiple length scales. Computational Materials Science. 2012 April; 55: 23-33. eScholarID:184826 | DOI:http://dx.doi.org/10.1016/j.commatsci.2011.11.019
  • 2. Wang, Y.C., Burgess, I.W., Wald, F., Gillie, M. Performance based fire engineering of structures. London: Taylor & Francis:2012. eScholarID:184848
  • 15. Zhang, C., Li, G.Q. and Wang, Y.C. Predictability of buckling temperature of axially loaded steel columns in fire. Journal of Constructional Steel Research. 2012; 75: 32-37. eScholarID:184831 | DOI:http://dx.doi.org/10.1016/j.jcsr.2012.03.001
  • Zhang,C., Li, G.Q., Wang, Y.C. Sensitivity Study on Using Different Formulae for Calculating the Temperature of Insulated Steel Members in Natural Fires. Fire Technology. 2012; 48: 343-366. eScholarID:184832 | DOI:DOI: 10.1007/s10694-011-0225-x
  • 10. Md Azree Othuman and Wang, Y.C. Thermal and mechanical properties of lightweight foamed concrete at elevated temperatures. Magazine of Concrete Research. 2012 January; 63(3): 213-224. eScholarID:171323 | DOI:10.1680/macr.10.00162

2011

  • Al-Thairy, H. and Wang, Y.C. A numerical study of the behaviour and failure modes of axially compressed steel columns subjected to transverse impact. International Journal of Impact Engineering. 2011; 38(8-9): 732-744. eScholarID:144271 | DOI:doi:10.1016/j.ijimpeng.2011.03.005
  • Wang, Y.C., Dai, X.H. and Bailey, C.G. An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames. Journal of Constructional Steel Research. 2011 July; 67(7): 1149-1163. eScholarID:144268 | DOI:10.1016/j.jcsr.2011.02.008
  • Shabzazian, A. and Wang, Y.C. Application of the Direct Strength Method to Local Buckling Resistance of Thin-Walled Steel Members with Non-Uniform Elevated Temperatures under Axial Compression. Thin Walled Structures. 2011; 49(12): 1573-1583. eScholarID:144192 | DOI:10.1016/j.tws.2011.08.005
  • Shahbazian, A. and Wang, Y.C. Calculating the Global Buckling Resistance of Thin-Walled Steel Members with Uniform and Non-Uniform Elevated Temperatures under Axial Compression. Thin Walled Structures. 2011; 49(11): 1415-1428. eScholarID:144243 | DOI:10.1016/j.tws.2011.07.001
  • Wang, Y.C. Ensuring Robustness of Steel Framed Structures in Fire through Improved Joint Performance. 2011: -. eScholarID:184847
  • 8. Everson Kandare, Baljinder K. Kandola, Edward, D. McCarthy, Peter Myler, Gerard Edwards, Yong Jifeng and Yong C. Wang. Fiber-reinforced epoxy composites exposed to high temperature environments. Part II: modelling mechanical property degradation. Journal of Composite Materials. 2011; 45(14): 1511-1521. eScholarID:144266 | DOI:10.1177/0021998310385024
  • He, Y.C. and Wang, Y.C. Load-Deflection Behaviour of Thin-Walled Plates with A Single Bolt in Shearing. Thin Walled Structures. 2011 October; 49(10): 1261-1276. eScholarID:144259 | DOI:10.1016/j.tws.2011.05.008
  • Elsawaf, S., Wang, Y.C. and Mandal, P. NUMERICAL MODELLING OF RESTRAINED STRUCTURAL SUBASSEMBLIES OF STEEL BEAM AND CFT COLUMNS CONNECTED USING REVERSE CHANNELS IN FIRE. Engineering Structures. 2011; 31: 1217-1231. eScholarID:144269 | DOI:10.1016/j.engstruct.2010.12.043
  • Wang, Y.C. Performance based fire engineering research of steel and composite structures: a review of joint behaviour. Advances in Structural Engineering. 2011 August; 14(4): 613-624. eScholarID:184841 | DOI:10.1260/1369-4332.14.4.613
  • Park, A.P and Wang, Y.C. SLS design of unbraced low-rise semi-rigid steel frames with Hollow Structural Sections. The Structural Engineer. 2011 October; 89(19): 24-35. eScholarID:144190
  • Jones M, Wang Y. Shear and bending behaviour of fin plate connection to concrete filled rectangular steel tubular column - Development of a simplified calculation method. Journal of Constructional Steel Research. 2011; 67(3): 348-359. eScholarID:108048 | DOI:DOI: 10.1016/j.jcsr.2010.10.006
  • Mydin M, Wang Y. Structural performance of lightweight steel-foamed concrete-steel composite walling system under compression. Thin-Walled Structures. 2011; 49(1): 66-76. eScholarID:108056 | DOI:DOI: 10.1016/j.tws.2010.08.007
  • Othuman M, Wang Y. Elevated-temperature thermal properties of lightweight foamed concrete. Construction and Building Materials. 2011; 25(2): 705-716. eScholarID:108060 | DOI:DOI: 10.1016/j.conbuildmat.2010.07.016

2010

  • Wang, P., Li, G.Q. and Wang, Y.C. A new design method for calculating critical temperatures of restrained steel column in fire. Fire Safety Journal. 2010; 45(6-8): 349-360. eScholarID:184834 | DOI:http://dx.doi.org/10.1016/j.firesaf.2010.07.002
  • Dai X, Wang Y, Bailey C. Numerical modelling of structural fire behaviour of restrained steel beam-column assemblies using typical joint types. Engineering Structures. 2010; 32(8): 2337-2351. eScholarID:108042 | DOI:DOI: 10.1016/j.engstruct.2010.04.009
  • Jones M, Wang Y. Tying behaviour of fin plate connection to concrete filled rectangular steel tubular column development of a simplified calculation method. Journal of Constructional Steel Research. 2010; 66: 1-10. eScholarID:1e861 | DOI:10.1016/j.jcsr.2009.07.011
  • Li G, Wang P, Wang Y. Behaviour and design of restrained steel column in fire, Part 1: Fire test. Journal of Constructional Steel Research. 2010; 66(8-9): 1138-1147. eScholarID:108050 | DOI:DOI: 10.1016/j.jcsr.2010.03.017
  • Wang P, Li G, Wang Y. Behaviour and design of restrained steel column in fire, Part 3: Practical design method. Journal of Constructional Steel Research. 2010; 66(11): 1422-1430. eScholarID:108051 | DOI:DOI: 10.1016/j.jcsr.2010.05.009
  • Wang P, Wang Y, Li G. Behaviour and design of restrained steel column in fire: Part 2. Parameter study. Journal of Constructional Steel Research. 2010; 66(8-9): 1148-1154. eScholarID:108049 | DOI:DOI: 10.1016/j.jcsr.2010.03.013

2009

  • Ang C, Wang Y. Effect of Moisture Transfer on Specific Heat of Gypsum Plasterboard at High Temperatures. Construction and Building Materials. 2009; 23: 675-686. eScholarID:1e588 | DOI:10.1016/j.conbuildmat.2008.02.016
  • Dai X, Wang Y, Bailey C. A simple method to predict temperatures in steel joints with partial intumescent coating fire protection. Fire Technology. 2009; 46: 19-35. eScholarID:1e862 | DOI:10.1007/s10694-009-0095-7
  • Dai X, Wang Y, Bailey C. Effects of partial fire protection on temperature developments in steel joints protected by intumescent coating. Fire Safety Journal. 2009; 44: 376-386. eScholarID:1e701 | DOI:10.1016/j.firesaf.2008.08.005
  • Ding J, Wang Y. Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire. Fire Safety Journal. 2009; 44(1): 16-32. eScholarID:1e589 | DOI:10.1016/j.firesaf.2008.02.004
  • Yuan J, Fang Z, Wang Y, Lo S, Wang P. Integrated network approach of evacuation simulation for large complex buildings. Fire Safety Journal. 2009; 44: 266-275. eScholarID:1e710 | DOI:10.1016/j.firesaf.2008.07.004

2008

  • Ding J, Wang Y. REALISTIC MODELLING OF THERMAL AND STRUCTURAL BEHAVIOUR OF UNPROTECTED CONCRETE FILLED TUBULAR COLUMNS IN FIRE. Journal of Constructional Steel Research. 2008; (64): 1086-1102. eScholarID:1e509 | DOI:10.1016/j.jcsr.2007.09.014
  • Fang Z, Yuan J, Wang Y, Lo S. Survey of pedestrian movement and development of a crowd dynamics model. Fire Safety Journal. 2008; 43: 459-465. eScholarID:1e519 | DOI:10.1016/j.firesaf.2007.12.005
  • Jones M, Wang Y. Experimental studies and numerical analysis of the shear behavior of fin plate connections to tubular columns at ambient and elevated temperatures. Steel and Composite Structures. 2008; 3(8): 179-200. eScholarID:1e700
  • Salhab B, Wang Y. Equivalent Thickness of Cold-Formed Thin-Walled Channel Sections with Perforated Webs under Compression. Thin-Walled Structures. 2008; 46: 823-838. eScholarID:1e513 | DOI:10.1016/j.tws.2008.01.029
  • Wang Y, Orton A. Fire Resistant Design of Concrete Filled Tubular Steel Columns. The Structural Engineer. 2008 October; 40-45. eScholarID:1e595
  • Yang H, Han L, Wang Y. Effects of Heating and Loading Histories on Post-Fire Cooling Behaviour of Concrete-Filled Steel Tubular Columns. Journal of Constructional Steel Research. 2008; 64: 556-570. eScholarID:1e510 | DOI:10.1016/j.jcsr.2007.09.007

2007

  • Ding J, Wang Y. Experimental study of structural fire behaviour of steel beam to concrete filled tubular column assemblies with different types of joints. Engineering Structures. 2007 December; 12(29): 3485-3502. eScholarID:1e471
  • Ding, J, and Yong Wang. Realistic modelling of concrete filled tubular (CFT) columns in fire. 3rd International Conference on Steel and Composite Structures. 2007: 653-659. eScholarID:2e751
  • Han L, Huo J, Wang Y. Behaviour of steel beam to concrete filled tubular column connections after exposure to fire. Journal of Structural Engineering. 2007 June; 133: 800-814. eScholarID:1e309
  • Jones, M H, and Yong Wang. Experimental studies of numerical analysis of the shear behaviour of fin plates to tubular columns at ambient and elevated temperatures. 3rd International Conference on Steel and Composite Structures. 2007: 557-564. eScholarID:2e750
  • Omrane A, Wang Y, Goransson U, Holmstedt G, Alden M. Intumescent coating surface temperature measurement in a cone calorimeter using laser-induced phosphorescence. Fire Safety Journal. 2007; 42: 68-74. eScholarID:1e1554 | DOI:10.1016/j.firesaf.2006.08.006
  • Salhab, B, and Yong Wang. Compressive behaviour of cold-formed thin-walled steel studs with perforated web at ambient temperature and in fire. 3rd International Conference on Steel and Composite Structures. 2007: 957-962. eScholarID:2e755
  • Salhab, B, and Yong Wang. Equivalent Thickness of Cold-Formed Thin-Walled Channel Sections with Perforated Webs under Compression. Professor Jim Rhodes Retiral Conference. 2007: eScholarID:2e756
  • Wang Y, Wong P, Kodur V. An Experimental Study of the Mechanical Properties of Fibre Reinforced Polymer (FRP) and Steel Reinforcing Bars at Elevated Temperatures. Composite Structures. 2007; 80: 131-140. eScholarID:1e1556
  • Wong P, Wang Y. An experimental study of pultruded glass fibre reinforced plastics channel columns at elevated temperatures. Composite Structures. 2007; 81: 84-95. eScholarID:1e1555
  • Yang, ZY, Yong Wang, and LP Zhang. Evaluating steel structural damping ratio using the Fisher rule and nonlinear mapping based on experimental data. 2007: 787-792. eScholarID:2e753
  • Yu, M, XX Zha, and Yong Wang. Behaviour of different types of columns under vehicle impact. 2007: 879-885. eScholarID:2e754
  • Yuan, JF, and Yong Wang. Mathematical modelling of intumescent coating fire protection for steel structures. 3rd International Conference on Steel and Composite Structures. 2007: 731-736. eScholarID:2e752

2006

  • WANG YC; WONG, PMH; KODUR, V. An experimental study of pultruded glass fibre reinforced plastics channel columns at elevated temperatures. Composite Structures. 2006 September; 81(1): 84-95. eScholarID:1a9730 | DOI:10.1016/j.compstruct.2006.08.001
  • Davies J, Wang Y, Wong P. Polymer composites in fire. Composites Part A: Appied Science and Manufacturing. 2006; 37: 1131-1141. eScholarID:1e1559 | DOI:10.1016/j.compositesa.2005.05.032
  • Ding, J, and Yong Wang. The behaviour of rotationally restrained concrete filled tubular columns in fire. 11th Internanational Symposium on Tubular Structures. 2006: eScholarID:2e209
  • Han L, Lin X, Wang Y. Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire. Thin-Walled Structures. 2006; 44: 1063-1076. eScholarID:1e1561 | DOI:10.1016/j.tws.2006.10.001
  • Jones, M H, and Yong Wang. Shear behavior of fin plates to tubular columns at ambient and elevated temperatures. 11th International Conference on Tubular Structures. 2006: eScholarID:2e210
  • Wang Y, Yin Y. A simplified analysis of catenary action in steel beams in fire and implications on fire resistant design. Steel and Composite Structures. 2006; 6(5): 367-386. eScholarID:1e1557
  • Wang, Yong, and J Ding. Experimental Behaviour of Steel Joints to Concrete Filled Steel Tubular Columns in Fire. 4th International Symposium on Steel Structures (ISSS), Korea. 2006: eScholarID:2e212
  • Wang, Yong. Integrated design for fire safety of steel and composite structures. Fireasia. 2006: eScholarID:2e211
  • Wang, Yong, and A Orton. Prevention of Disproportionate Collapse of Tubular Framed Construction by Performance Based Specification of Connections. 11th International Symposium on Tubular Structures. 2006: 211-217. eScholarID:2e208
  • Yin Y, Wang Y. Analysis of behavior of steel beams with web openings at elevated temperatures. Steel and Composite Structures. 2006; 6(1): eScholarID:1e1558

2005

  • Ding, J, and Yong Wang. Numerical simulation of structural behaviour of concrete filled tubular columns in fire. 4th international conference on advances in steel structures (ICASS05), Tongji, China. 2005: eScholarID:2e1395
  • Feng M, Wang Y. An Analysis of the Structural Behaviour of Axially Loaded Full-Scale Cold-Formed Thin-Walled Steel Structural Panels Tested under Fire Conditions. Thin-Walled Structures. 2005; 43: 291-332. eScholarID:1e1307 | DOI:10.1016/j.tws.2004.07.008
  • Feng M, Wang Y. An Experimental Study of Full-Scale Cold-Formed Thin-Walled Steel Structural Panels under Fire Conditions. Fire Safety Journal. 2005; 40(1): 43-63. eScholarID:1e1306 | DOI:10.1016/j.firesaf.2004.08.002
  • Han L, Huo J, Wang Y. Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire. Journal of Constructional Steel Research. 2005 July; 61(7): 882-901. eScholarID:1e1308 | DOI:10.1016/j.jcsr.2004.12.005
  • Han, L H, J S Huo, and Yong Wang. Experimental behaviour of steel beam to concrete-filled steel tubular (CFST) column connections after exposure to fire. 4th international conference on advances in steel structures (ICASS05), Tongji, China. 2005: eScholarID:2e1396
  • Salhab, B, and Yong Wang. An experimental study of perforated cold-formed thin-walled steel studs in fire. 4th international conference on advances in steel structures (ICASS05), Tongji, China. 2005: eScholarID:2e1393
  • Wang, Yong, U Goransson, G Holmstedt, and A Omrane. A model for prediction of temperature in steel structure protected by intumescent coating, based on tests in the cone calorimeter. 8th international symposium on fire safety science (IAFSS05), Beijing, China. 2005: eScholarID:2e1397
  • Wang Y, Feng M, Salhab B. Compressive performance of cold-formed thin-walled steel sections in fire. International Journal of Advanced Steel Construction. 2005; 1(1): 23-46. eScholarID:1e1310
  • Wang, Yong, and Y Z Yin. Feasibility of utilising catenary action to eliminate fire protection to steel beams. 4th international conference on advances in steel structures (ICASS05), Tongji, China. 2005: eScholarID:2e1392
  • Wang Y. Performance of steel-concrete composite structures in fire. Progress in Structural Engineering and Materials. 2005; 7: 86-102. eScholarID:1e1309 | DOI:10.1002/pse.197
  • Wang Y, Kodur V. Variation of strength and stiffness of fibre reinforced polymer reinforcing bars with temperature. Cement and Concrete Composites. 2005; 27: 864-874. eScholarID:1e1552 | DOI:10.1016/j.cemconcomp.2005.03.012
  • Wang Y. Structural Fire Safety Design. Structural Fire Safety Design. CRC Press.2005: eScholarID:3e61
  • Yin Y, Wang Y. Analysis of Catenary Action in Steel Beams Using a Simplified Hand Calculation Method: Part 1: Theory and Validation for Uniform Temperature Distribution. Journal of Constructional Steel Research. 2005; 61: 183-211. eScholarID:1e1303 | DOI:10.1016/j.jcsr.2004.07.002
  • Yin Y, Wang Y. Analysis of Catenary Action in Steel Beams Using a Simplified Hand Calculation Method: Part 2. Validation for Non-uniform Temperature Distribution. Journal of Constructional Steel Research. 2005; 61: 213-234. eScholarID:1e1305 | DOI:10.1016/j.jcsr.2004.07.003

2004

  • WANG YC; FENG, M. An experimental study of loaded full-scale cold-formed thin-walled steel structural panels under fire conditions. Fire Safety Journal. 2004 October; 40: 43-63. eScholarID:1a9732 | DOI:10.1016/j.firesaf.2004.08.002
  • WANG YC; YZ YIN. Analysis of Catenary Action in Steel Beams Using a Simplified Hand Calculation Method, Part 1: Theory and Validation for Uniform Temperature Distribution and Part 2: Validation for Non-uniform Temperature Distribution. Journal of Constructional Steel Research. 2004 September; 61(2): 183-211. eScholarID:1a9733 | DOI:10.1016/j.jcsr.2004.07.002
  • Ang C, Wang Y. The effects of water movement on specific heat of gypsum plasterboard for heat transfer analysis under nature fire exposure. Construction and Building Materials. 2004; 18: 505-515. eScholarID:1e1315 | DOI:10.1016/j.conbuildmat.2004.04.003
  • Davies, J M, Yong Wang, P M Wong, A Omrane, Neil Bourne, D Thoma, J Cooley, and A Hauer. Polymer composites in fire. Invited (keynote) paper on Advanced Polymer Composites for Structural Applications in Construction, ACIC2004, Southampton. 2004: eScholarID:2e187
  • Feng, M O, Yong Wang, and J M Davies. Behaviour of cold-formed thin-walled steel columns in fire. accepted for presentation at the 4th international conference on thin-walled structures, Loughborough. 2004: eScholarID:2e1398
  • Feng M, Wang Y, Davies J. A numerical imperfection sensitivity study of cold-formed thin-walled steel tubular columns at uniform elevated temperatures. Thin-Walled Structures. 2004; 44(4): 533-555. eScholarID:1e1312 | DOI:10.1016/j.tws.2003.12.005
  • Feng, M Q, Yong Wang, and J M Davies. An experimental study of full-scale cold-formed steel structural panels under fire conditions. accepted for presentation at the 4th international conference on thin-walled structures, Loughborough. 2004: eScholarID:2e1399
  • Feng M, Wang Y, Davies J. Behaviour of cold-formed thin-walled steel short columns under uniform high temperatures. Progress in Steel Building Structures. 2004; 6(3): 37-44. eScholarID:1e1318
  • Salhab, B, and Yong Wang. A study of the thermal performance of cold-formed thin-walled perforated steel studs (thermal studs) in fire. Proceedings of the Earth & Science 2004 Conference, Houston, USA. 2004: eScholarID:2e1402
  • Salhab, B, and Yong Wang. An experimental study of the compressive performance of structural panels with cold-formed thin-walled perforated steel channels. accepted for presentation in the 17th Int Speciality Conf Cold-Formed Steel Structures, Orlando, Florida, USA. 2004: eScholarID:2e1407
  • Wang Y. Post-buckling behaviour of axially restrained and axially loaded steel columns under fire conditions. Journal of Structural Engineering. 2004; 130(3): 371-380. eScholarID:1e1311 | DOI:10.1061/(ASCE)0733-9445(2004)130:3(371)
  • Wong P, Davies J, Wang Y. A numerical and experimental study of glass fire reinforced polymer (GRP) composite short columns at elevated temperatures. Composite Structures. 2004; 63: 33-43. eScholarID:1e1313 | DOI:10.1016/S0263-8223(03)00122-3
  • Wong, P M, and Yong Wang. A optimization study of glass reinforced plastics composite columns at ambient and elevated temperatures. Proceedings of the 2nd International Conference on Steel & Composite Structures (ICSCS\'04), Seoul, Korea. 2004: eScholarID:2e1403
  • Wong, P M, and Yong Wang. An experimental and numerical study of long GRP columns at elevated temperatures. accepted for presentation at the 4th international conference on thin-walled structures, Loughborough. 2004: eScholarID:2e1401
  • Wong, P M, J M Davies, and Yong Wang. An experimental and numerical study of the behaviour of short GRP columns at elevated temperatures. accepted for presentation at the 4th international conference on thin-walled structures, Loughborough. 2004: eScholarID:2e1400
  • Yin Y, Wang Y. A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures. Journal of Constructional Steel Research. 2004; 60(7): 1029-1047. eScholarID:1e1316 | DOI:10.1016/j.jcsr.2003.09.005
  • Yin, Y Z, and Yong Wang. A numerical study of the behaviour of steel beams with web opening at elevated temperatures. proceedings of the 2nd International Conference on Steel & Composite Structures (ICSCS\'04), Seoul, Korea. 2004: eScholarID:2e1406
  • Yin Y, Wang Y. Analysis of catenary action in steel beams under fire conditions. Progress in Steel Building Structures. 2004; 6(3): 1-8. eScholarID:1e1317
  • Yin, Y Z, and Yong Wang. Applications of catenary action in steel beams at elevated temperatures. Proceedings of the 2nd International Conference on Steel & Composite Structures (ICSCS\'04), Seoul, Korea. 2004: eScholarID:2e1404

2003

  • WANG YC; DAVIES, J M. An experimental study of the fire performance of non-sway loaded concrete-filled steel tubular column assemblies with extended end plate connections. Journal of Constructional Steel Research. 2003 January; 59(7): 819-838. eScholarID:1a9731 | DOI:10.1016/S0143-974X(02)00092-5
  • Currie P, Wang Y, Davies J. Thermal and structural performance of GRP panels and columns under fire conditions. International Journal of Materials and Product Technology. 2003; 9: 153-173. eScholarID:1e1319 | DOI:10.1504/IJMPT.2003.003546
  • Feng M, Wang Y, Davies J. An assessment of the ultimate strength of cold-formed thin-walled steel channel columns exposed to fire on one side. Fire Safety Journal. 2003; 38: 679-707. eScholarID:1e1328 | DOI:10.1016/S0379-7112(03)00070-5
  • Feng, M Q, Yong Wang, and J M Davies. Behaviour of cold-formed thin-walled channel stud wall panels exposed to fire on one side. Proceedings of ACCSSA-2003. 2003: eScholarID:2e1408
  • Feng M, Wang Y, Davies J. Behaviour of short channel sections in compression at temperatures, Part 1: Experiments. Thin-Walled Structures. 2003; 41(6): 543-570. eScholarID:1e1324 | DOI:10.1016/S0263-8231(03)00002-8
  • Feng M, Wang Y, Davies J. Behaviour of short channel sections in comrpession at temperatures, Part 2: Analysis of results. Thin-Walled Structures. 2003; 41(6): 571-594. eScholarID:1e1326 | DOI:10.1016/S0263-8231(03)00003-X
  • Feng M, Wang Y, Davies J. Thermal performance of cold-formed thin-walled steel panel systems in fire. Fire Safety Journal. 2003; 38: 365-394. eScholarID:1e1327 | DOI:10.1016/S0379-7112(02)00090-5
  • Wang Y. A review of the behaviour of steel structures in fire and a suggestion for future experimental research studies, Progress in steel building structures. Progress in Steel Building Structures. 2003; 5(2): 9-16. eScholarID:1e1553
  • Wang Y, Davies J. An experimental study of non-sway loaded and rotationally restrained steel column assemblies under fire conditions: analysis of test results and design calculations. Journal of Constructional Steel Research. 2003; 59(3): 291-313. eScholarID:1e1321 | DOI:10.1016/S0143-974X(02)00040-8
  • Wang Y, Davies J. An experimental study of non-sway loaded concrete filled steel column assemblies with extended end plate connections under fire conditions. Journal of Constructional Steel Research. 2003; 59: 819-838. eScholarID:1e1322 | DOI:10.1016/S0143-974X(02)00092-5
  • Wang, Yong, P M Wong, and V Kodur. An experimental study of the tensile mechanical properties of FRP reinforcement at elevated temperatures. Proceedings of the ASCE-SFPE specialty conference on designing structures for fire, Maryland, USA. 2003: eScholarID:2e1413
  • Wang Y, Mann A. Construction of the British Airways London Eye (in Chinese). Progress in Steel Building Structures. 2003; 5(1): 1-10. eScholarID:1e1330
  • Wang, Yong. Fire resistant design criteria for tall steel buildings. Proceedings of the CIB-CTBUH International Conference on Tall Buildings, Kuala Lumpur. 2003: eScholarID:2e1412
  • Wang Y, Davies J. Fire tests of non-sway loaded and rotationally restrained steel column assemblies. Journal of Constructional Steel Research. 2003; 59(3): 359-383. eScholarID:1e1320 | DOI:10.1016/S0143-974X(02)00035-4
  • Wang, Yong, and J M Davies. The effects of local buckling on the effective lengths of concrete filled rectanguar steel columns in fire. Proceedings of 10th international symposium on tubular structures, Spain. 2003: eScholarID:2e1410
  • Wang Y. Composite columns. Composite Construction. E & F N Spon.2003: eScholarID:3e60
  • Wong, P M, J M Davies, and Yong Wang. An experimental study of the behaviour of Glass Fibre Reinforced (GRP) polymer composite columns at elevated temperatures. Proceedings of the CIB-CTBUH international conference on tall buildings, Kuala Lumpur. 2003: eScholarID:2e1411
  • Wong P, Wang Y. Performance of GRP composite structures at ambient and elevated temperatures. The Structural Engineer. 2003 August; 10-11. eScholarID:1e1329
  • Yin, Y Z, and Yong Wang. A new calculation method for lateral torsional buckling of steel beams with non-uniform temperature distributions in fire. Proceedings of ACCSSA-2003. 2003: eScholarID:2e1409
  • Yin Y, Wang Y. The effects of non-uniform temperature distribution on lateral torsional buckling of steel beams in fire. Journal of Constructional Steel Research. 2003; 59: 1009-1033. eScholarID:1e1323 | DOI:10.1016/S0143-974X(03)00003-8

2002

  • Al-Khaleefi A, Terro M, Alex A, Wang Y. Prediction of fire resistance of concrete filled tubular steel columns using neural networks. Fire Safety Journal. 2002; 37: 339-352. eScholarID:1e1332 | DOI:10.1016/S0379-7112(01)00065-0
  • Charters, D, D McGrail, A Fajemirokun, and Yong Wang. Analysis of the number of occupants, fire growth, detection times and pre-movement times for probabilistic risk assessment. Proceedings of the 7th international symposium on fire safety science, WPI, USA. 2002: eScholarID:2e1415
  • Feng, M Q, Yong Wang, and J M Davies. Behaviour of perforated short channel columns at ambient and elevated temperatures. Proceedings of the 16th Int Speciality Conf Cold-Formed Steel Structures Orlando, Florida. 2002: eScholarID:2e1417
  • Feng M, Wang Y, Davies J. Cold-formed thin-walled steel structures in fire. The Structural Engineer. 2002 October; 26-27. eScholarID:1e1331 | DOI:10.1016/j.firesaf.2004.08.002
  • Wang, Yong, and J M Davies. Fire performance of non-sway and rotationally restrained steel column assemblies: experiments and design calculations. presented at Eurosteel conference, Portugal, reviewed international conference. 2002: eScholarID:2e1416
  • Wang, Yong. The importance of considering whole structural behaviour in fire. Proceedings of the 3rd Structures in Fire Seminar, Singapore and Hong Kong, international conference, invited presentation. 2002: eScholarID:2e1414

2001

  • Currie, P, Yong Wang, and J M Davies. Experimental study of pultruded GRP channel sections at elevated temperatures. Proceedings of the first international conference on Composites in Civil Engineering, Hong Kong. 2001: eScholarID:2e1419
  • Currie, P, Yong Wang, and J M Davies. Temperatures attained in GRP sandwich and stringer construction under fire conditions. Proceedings of the first international conference on Composites in Civil Engineering, Hong Kong. 2001: eScholarID:2e1418