Qing-Xiong Wu
- (2023): Experimental and numerical investigation of the mechanical behavior of a cable-stayed bridge with shell-shaped pylons. In: Structures, v. 56 (Oktober 2023).
- (2023): Ultimate bearing capacity of UHPC-encased CFST medium-long columns under axial compression. In: Magazine of Concrete Research, v. 75, n. 10 (Mai 2023).
- (2021): A modified curve-approximated hysteretic model for partially concrete-filled steel tube bridge piers. In: Journal of Constructional Steel Research, v. 185 (Oktober 2021).
- (2021): Experimental and parametric investigation on elastoplastic seismic response of CFST battened built-up columns. In: Soil Dynamics and Earthquake Engineering, v. 145 (Juni 2021).
- (2017): Parameter Analysis of the Mechanical Performance of Hinged Hollow-Slab Bridges with Gate-Type Steel Bars at the Bottom Part of the Junction Surface. In: Journal of Highway and Transportation Research and Development (English Edition), v. 11, n. 2 (Juni 2017).
- (2020): Experimental and theoretical studies on the seismic performance of CFST battened built-up column piers. In: Engineering Structures, v. 206 (März 2020).
- (2011): Verification of a Cable Element for Cable Parametric Vibration of One-Cable-Beam System Subject to Harmonic Excitation and Random Excitation. In: Advances in Structural Engineering, v. 14, n. 3 (Juni 2011).
- (2010): Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City. Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.
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