[1] Wang Jing-Feng, Han Lin-Hai, Uy Brian. Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns. Journal of Constructional Steel Research, 2009; 65(8-9): 1644-1663.
[2] Wang Jing-Feng, Han Lin-Hai, Uy Brian. Behaviour of flush end plate joints to concrete-filled steel tubular columns. Journal of Constructional Steel Research, 2009; 65(4):925-939.
[3] Wang Jing-Feng, Li Guo-Qiang. A practical design method for semi-rigid composite frames under vertical loads. Journal of Constructional Steel Research, 2008; 64(2):176-189.
[4] Wang Jing-Feng, Li Guo-Qiang. Testing of semi-rigid steel-concrete composite frames subjected to vertical loads. Engineering Structures, 2007; 29(8):1903-1916.
[5] Wang Jing-Feng, Li Guo-Qiang. Stability analysis of semi-rigid composite frames. Steel and Composite Structure, 2007; 7(2):119-133.
[6] Hou Hetao, Qiu Canxing, Wang Jingfeng, Guoqiang Li. An experimental study on sandwich composite panel infilled steel frames. Journal of Advanced Steel Construction,2012,8(3).
[7] Wang J F, Han L H. Seismic behaviour of semi-rigid joints to concrete filled steel tubular columns. Key Engineering Materials, 2009; 400-402:693-699.
[8] Wang Jingfeng, LI Guoqiang. Simplified beam design for semi-rigid composite frames at the serviceability limit state, Tsinghua Science And Technology. 2008;13(5): 20-28.
[9] Wang Jingfeng, Li Guoqiang. Bending and rotational behaviour of semi-rigid composite beams. Frontiers of Architecture and Civil Engineering in China, 2008; 2(2): 116-122.