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[41]Fang Chang-jing., Wang Liping, Zhang Tao*, Ding Fa-xing, [32] Fu Qiang.Composite action of hollow concrete-filled circular steel tubular stub columns[J].Steel and Composite Structures, 2018, 26 (6) : 693-703.
[42]X. M.., & Liu, Y., Bai, H. B., Wang, F. X., Ding, G. A., [31] Yin.Connection Performance in Steel–Concrete Composite Truss Bridge Structures[J].Journal of Bridge Engineering, 2017, 22 (3) : 0401612.
[43]Ding F.X. *., Yu Z.W., Zhao Y.G., [30] Lu Z.H..Probabilistic evaluation of initiation time in RC bridge beams with load-induced cracks exposed to de-icing salts[J].Cement and Concrete Research, 2011, 41 (3) : 365-372.
[44]Zhou Zheng., Liu Jing, Ding Fa-xing*, Bai Yu, Zhang Lei, [29] Zhu Zhi-hui.Study of the performance of shear studs and apply in steel-concrete composite beams[J].Journal of Central South University of Technology, 2016, 24 (10) : 2676-2687.
[45]Yu Zhi-wu., Liu Xue-mei, Ding Fa-xing*, [28] Liu Jing.Study on flexural capacity of simply supported steel-concrete composite beam[J].Steel and Composite Structures, 2016, 21 (4) : 829-847.
[46]Yu Zhiwu., [27] Ding Faxing.Behavior of concrete and circular concrete-filled steel tube stub columns at high temperatures[J].Journal of Central South University of Technology, 2006, 13 (6) : 726-732.
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