Wenfeng Huang 
- (2024): Effect of flange widths of T-type PBL shear connectors on the mechanical performance in negative bending moment region of steel-concrete composite beams. In: Structures, v. 66 (August 2024).
- (2024): Tensile resistance and shear-tension interaction relationship of T-type perfobond rid shear connectors. In: Journal of Building Engineering, v. 89 (Juli 2024).
- (2024): Experimental study on crack performance of steel and early-age BFRC composite beams in negative moment region. In: Engineering Structures, v. 300 (Februar 2024).
- (2023): Experimental investigation on mechanical behavior of T-type perfobond rid shear connectors under combined shear and tension. In: Journal of Building Engineering, v. 73 (August 2023).
- (2022): Failure Mode of Orthotropic Two-way Composite Slab under Concentrated Load. In: KSCE Journal of Civil Engineering, v. 26, n. 12 (September 2022).
- (2020): Investigation and finite element simulation analysis on collapse accident of Heyuan Dongjiang Bridge. In: Engineering Failure Analysis, v. 115 (September 2020).
- (2014): A hybrid numerical simulation method for typhoon wind field over complex terrain. In: Wind & Structures, v. 18, n. 5 (Mai 2014).
- (2016): Flexural Strength and Effective Modulus of Large Columnar-Grained Freshwater Ice. In: Journal of Cold Regions Engineering, v. 30, n. 2 (Juni 2016).
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