Wenjin Huang
- Shear behavior of high-strength square concrete filled steel tube members. In: Journal of Constructional Steel Research, v. 196 (September 2022). (2022):
- Reactive powder concrete-filled steel tube (RPCFT) members subjected to axial tension: Experimental study and design. In: Structures, v. 28 (Dezember 2020). (2020):
- Experimental study on K-joints of concrete-filled steel tubular truss structures. In: Journal of Constructional Steel Research, v. 107 (April 2015). (2015):
- Experimental study on joint resistance and failure modes of concrete filled steel tubular (CFST) truss girders. In: Journal of Constructional Steel Research, v. 141 (Februar 2018). (2018):
- Experimental behavior and analysis of prestressed concrete-filled steel tube (CFT) truss girders. In: Engineering Structures, v. 152 (Dezember 2017). (2017):
- Concrete-filled steel tube (CFT) truss girders: Experimental tests, analysis, and design. In: Engineering Structures, v. 156 (Februar 2018). (2018):
- Tensegrity Footbridges with Arch and Straight Deck: Comparison of Their Structural Behaviour. Vorgetragen bei: 4th International Conference Footbridge 2011, Wroclaw, Poland, 6-8 July 2011. (2011):
- Innovative Stone Arch Footbridges. Vorgetragen bei: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011. (2011):
- (2010): Tensegrity Bridge with Prestressed Deck. Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.