Beschreibung
Autorenporträt
Honors: 2014 IAFSS Best Thesis Award "Excellence in Research" for years 2011-2014 2013 Excellent Doctor Degree Dissertation of Tongji University 2013 2011 Arup Research Prize; Outstanding Graduate Student of Tongji University 2010 Fluor Scholarship; Outstanding Student of Tongji University; Best Paper Award from China Association for Engineering Construction Standardization 200204 Outstanding Student of Wuhan University (3 times) Publication list: [1] GB Lou, MC Zhu, M Li, C Zhang, GQ Li. Experimental research on slip-resistant bolted connects after fire. Journal of Constructional Steel Research, 2015;104:1-8. [2] C Zhang, GQ Li, YC Wang. Probabilistic analysis of steel columns protected by intumescent coatings to natural fires. Structural Safety, 2014;50:16-26. [3] C Zhang*, JL Gross, TP McAllister. Lateral torsional buckling of steel W-beams subjected to localized fires. Journal of Constructional Steel Research, 2013; 88:330-8. (*Corresponding author) [4] C Zhang*, GQ Li, A Usmani. Simulating the behavior of restrained steel beams to flame impingement from localizedfires. Journal of Constructional Steel Research, 2013; 83:15665. [5] GQ Li, C Zhang. The Chinese performance-based code for fire-resistance of steel structures. International Journal of High-Rise Buildings, 2013;2:123-130. [6]C Zhang, GQ Li, RL Wang. Using adiabatic surface temperature for thermal calculation of steel members exposed to localized fires. International Journal of Steel Structures, 2013;13:547-56. [7] C Zhang*, GQ Li. Modified one zone model for fire resistance design of steel structures. Advanced Steel Construction, 2013;9:284-99. [8] C Zhang, GQ Li, YC Wang. Predictability of buckling temperature of axially loaded steel columns in fire. Journal of Constructional Steel Research, 2012; 75:32-7. [9] GQ Li, C Zhang*. Creep effect on buckling of axially restrained steel columns in real fires. Journal of Constructional Steel Research, 2012; 71:182-88. [10] GQ Li, C Zhang*. Simple approach for calculating maximum temperature of insulated steel members in naturalfires. Journal of Constructional Steel Research, 2012; 71:10410. [11] GQ Li, C Zhang*, GB Lou, YC Wang, LL Wang. Assess the fire resistance of intumescent coatings by equivalent constant thermal resistance. Fire Technology, 2012; 48:529-46. [12] C Zhang*, GQ Li, YC Wang. Sensitivity study on using different formulas for calculating the temperatures of insulated steel members in natural fires. Fire Technology, 2012; 48:343-66. [13] C Zhang*, GQ Li. Fire dynamic simulation on thermal actions in localized fires in large enclosure. Advanced Steel Construction. 2012; 8:124-36. [14] C Zhang*, GQ Li. Thermal response of steel columns exposed to localized fires - numerical simulation and comparison with experimental results. Journal of Structural Fire Engineering,2011;2:311-7. [15] GQ Li, C Zhang*. Thermal response to fire of uniformly insulated steel members: background and verification of the formulation recommended by Chinese code CECS200. Advanced Steel Construction. 2010; 6:788802. [16] C Zhang*, JL Gross, L Choe. Behavior of steel components subjected to localized fires. Proceedings of the 8th International Conference on Structures in Fire (SiF14), Shanghai, China, 2004, pp.171-8. (Poster presentation) [17] C Zhang*, GQ Li, YC Wang. Effect of aging on reliability of steel columns protected by intumescent coatings to natural fires. Proceedings of the 7th International Conference on Structures in Fire (SiF12), ETH Zurich, Zurich, Switzerland, pp. 145-54. (Oral presentation) [18] C Zhang*, SC Jiang, GQ Li. Performance based fire resistance design of CFT columns in a railway station. Proceedings of the 6th International Conference on Structures in Fire (SiF10), East Lansing, USA, 2010, pp. pp. 4418. (Poster presentation) [19] GQ Li, C Zhang*. Thermal response of steel columns exposed to localized fir
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