吴宇飞
Personal information
Highest Degree：Doctoral degree Professional Title：Professor
Journal Paper
- [1]Yun YC, Wu YF†, Tang WC. Performance of FRP bonding systems under fatigue loading. Engineering Structures 2008; 30(11): 3129-3140. (SCI, 中科院2区, IF=3.084),,.
- [2]Leung AYT, Xu X, Zhou Z, Wu YF. Analytic stress intensity factors for finite elastic disk using symplectic expansion. Engineering Fracture Mechanics 2009; 76 (12): 1866–1882. (SCI, 中科院2区, IF=2.908),,.
- [3]Wu YF†. Ductility demand of compression yielding FRP-reinforced concrete beams. ACI Structural Journal 2008; 105(1): 104-110. (SCI, 中科院4区, IF=1.287),,.
- [4]Xu RQ, Wu YF†. Free vibration and buckling of composite beams with interlayer slip by two-dimensional theory. Journal of Sound and Vibration 2008; 313(3-5): 875-890. (SCI, 中科院2区, Top期刊, IF=3.123),,.
- [5]Wang LM, Wu YF†. Effect of corner radius on the performance of CFRP-confined square concrete columns: Test. Engineering Structures 2008; 30(2): 493-505. (SCI, 中科院2区, IF=3.084),,.
- [6]Liu K, Wu YF†, Jiang XL. Shear strength of concrete filled glass fiber reinforced gypsum walls. Materials and Structures 2008; 41(4): 649-662. (SCI, 中科院3区, IF=2.548),,.
- [7]Wu YF†, Liu T, Wang LM. Experimental investigation on seismic retrofitting of square RC columns by CFRP sheet confinement combined with transverse short GFRP bars in bored holes. J. Comp. for Const. ASCE 2008; 12(1): 53-60. (SCI, 中科院3区, IF=2.606),,.
- [8]He W, Wu YF, Liew KM. A fracture energy based constitutive model for the analysis of reinforced concrete structures under cyclic loading. Comp. Methods in Appl. Mech. & Eng. 2008; 197(51-52): 4745 - 4762. (SCI, 中科院1区, Top期刊, IF=4.821),,.
- [9]Wu YF†, Huang Y. Hybrid bonding of FRP to reinforced concrete structures. Journal of Composites for Construction ASCE 2008; 12(3): 266-273. (SCI, 中科院3区, IF=2.606),,.
- [10]Wu YF†, Xu RQ, Chen WQ. Free vibrations of the partial-interaction composite members with axial force. Journal of Sound and Vibration 2007; 299(4-5): 1074-1093. (SCI, 中科院2区, Top期刊, IF=3.123),,.