Wei-yong Wang
Ph.D. Associate Prof. P.E., M.ASCE
College of Civil Engineering, Chongqing University
Tel: +86-23-65120720
Email: wywang@cqu.edu.cn
Education
2005.9-2008.5: Ph.D., Tongji University, China.
2002.9-2005.7: M.Sc., Qingdao Technological University, China.
1998.9-2002.7: B.Sc., Qingdao Institute of Architecture and Engineering, China.
Work Experiences
2010.3-2010.7: Visiting Prof. inTokyo University of Science, Japan.
2011.1-2011.11: Research Associate in Michigan State University, USA.
2014.5-2015.9: Visiting Scholar in University of Texas at Austin, USA.
2008.6-Now: Associate Prof. in Chongqing University, China.
Research interest
International Publications list
[17]. Wang W.Y., Liu T.Z. Study on post-fire behavior of high strength Q460 steel columns. Advanced in Structural Engineering. (In Press)
[16]. Wang W.Y., Yan S.H., Liu J.P. Test on temperature induced creep in high strength Q460 steel. Journal of Materials and Structures. (In Press)
[15].Wang, W., Yan, S., and Kodur, V.K.R. Temperature Induced Creep in Low-Alloy Structural Q345 Steel. Journal of Materials in Civil Engineering. (In Press)
[14].Wang W.Y., Qin S.Q. Experimental investigation of residual stresses in thin-walled welded H-sections after fire exposure. Thin-walled Structures, 2016, (101):109-119.
[13]. Wang W.Y.，Liu T.Z. Liu J.P. Experimental study on post fire mechanical properties of high strength Q460 steel. Journal of Constructional Steel Research, 2015, 114:100-109.
[12].Wang W.Y., Li G.Q., Ge Y. Residual stress study on welded section of high strength Q460 steel after fire exposure. Advanced Steel Constructions, 2015, 11(2): 150-164.
[11].Wang W.Y., VK Kodur, Yang X.C., Li G.Q. Experimental study on local buckling of axially compressed steel stub columns at elevated temperatures. Thin-walled Structures, 2014, 82:33-45.
[10].Wang W.Y.，Li G.Q. An approach for evaluating fire resistance of high strength Q460 steel columns. Frontier of Structural and Civil Engineering, 2014, 8 (1):26-35.
[9]. Wang W.Y., Ohmiya Y., Ma G.F. Fire resistance study of axially loaded high strength steel columns. Procedia Engineering, 2013, 62:690-701.
[8]. Wang W.Y., Liu B., Kodur V.K.R. Effect of temperature on strength and elastic modulus of high strength steel. Journal of Materials in Civil Engineering, 2013, 25(2):174-182.
[7]. Wang W.Y., Li G.Q., Kodur V.K.R. An Approach for modeling fire insulation damage in steel columns. Journal of Structural Engineering, 2013, 139(4):491-503.
[6]. Li G.Q., Wang W.Y. A simplified approach for fire-resistance design of steel-concrete composite beams, Steel & Composite Structures，2013，14(3): 295-312.
[5]. Wang W.Y., Li G.Q. Fire-resistance study of steel columns with partial fire protection damage. Fire Safety Journal, 2009, 44(8):1088-1094.
[4]. Wang W.Y., Li G.Q. Behavior of steel columns in a fire with partial damage to fire protection. Journal of Constructional Steel Research, 2009, 65(6): 1392-1400.
[3]. LI G.Q., Wang W.Y., Chen S.W. A simple approach for modeling fire resistance of steel columns with locally damaged fire retardant coating. Engineering Structures, 2009, 31(3):617-622.
[2]. Wang W.Y., Li G.Q. Dong Y.L. A Practical Approach for Fire-resistance Design of Extended End-plate Joints. Journal of Constructional Steel Research, 2008, 64(12):1456-1462.
[1]. Wang W.Y., Li G.Q., Dong Y.L. Experimental Study and Spring-component modeling of Extended End-plate Joints in Fire. Journal of Constructional Steel Research, 2007, 63(8): 1127-1137.
