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[1]. Zhang C.*, Grosshandler W., Sauca A., Choe L. Design of an ASTM E119 fire environment in a large compartment. Fire Technology. 56. 1155-1177. 2020.
[2]. Ramesh S., Choe L., Zhang C.* Experimental investigation of structural steel beams subjected to localized fire. Engineering Structures. 218. 110844. 2020.
[3]. Li G.Q., Lyu H.B., Zhang C.* Post-fire mechanical properties of high strength Q690 structural steel. Journal of Constructional Steel Research. 132. 108-116. 2017.
[4]. Zhang C.*, Silva J.G., Weinschenk C., Kamikawa D., Hasemi Y. Simulation methodology for coupled fire-structure analysis: modeling localized fire tests on a steel column. Fire Technology. 52. 239–262. 2016.
[5]. Zhang C.*, Usmani A. Heat transfer principles in thermal calculation of structures in fire. Fire Safety Journal. 78. 85-95. 2015.
[6]. Zhang C.*, Gross J.L., McAllister T.P., Li G.Q. Behavior of unrestrained and restrained bare steel columns subjected to localized fire. Journal of Structural Engineering - ASCE. 141 (10). 04014239. 2015.
[7]. Zhang C., Li G.Q.*, Wang Y.C. Probabilistic analysis of steel columns protected by intumescent coatings to natural fires. Structural Safety. 50. 16-26. 2014.
[8]. Li G.Q., Zhang C.* Creep effect on buckling of axially restrained steel columns in real fires. Journal of Constructional Steel Research. 71. 182-188. 2012.
[9]. Li G.Q., Zhang C.*等 Assess the fire resistance of intumescent coatings by equivalent constant thermal resistance. Fire Technology. 48. 529-546. 2012.
[10]. Li G.Q.，Zhang C.* Thermal response to fire of uniformly insulated steel members: background and verification of the formulation recommended by Chinese code CECS200. Advanced Steel Construction. 6. 788-802. 2010.

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