TAMON UEDA
Personal information
Highest Degree：Doctoral degree Professional Title：Professor
Journal Paper
- [1]T. Ueda.S. Matupayont.B. Stitmanaithum.An experimental investigation on shear strength of bolt anchorage group,Structural Journal, American Concrete Institute,1991-06-01.
- [2]T. Ueda.H.D.E. Putro.An analytical study of shear strength of prestressed concrete beams without shear reinforcement,Concrete Library International,1993-12-01.
- [3]T. Ueda,.Y. Kakuta.M. Zahran.Shear fatigue behavior of steel-concrete sandwich beams,Concrete Library International of JSCE,1999-06-01.
- [4]Tamon Ueda.Yasuhiko Sato.New approach for usage of continuous fiber as non-metallic reinforcement of concrete,Structural Engineering International,2002-05-01.
- [5]Li P, WU YF∗, Zhou Y, Xing F. Stress-strain model for FRP-confined concrete subject to arbitrary load path. Composites Part B: Engineering 2019; 163: 9-25. (SCI, 中科院1区, Top期刊, IF=6.864),,.
- [6]Kazmi SMS, Munir MJ, WU YF*, Patnaikuni I, Zhou Y, Xing F. Axial stress-strain behavior of macro-synthetic fiber reinforced recycled aggregate concrete. Cement and Concrete Composites 2019; 97: 341-356. (SCI, 中科院1区, Top期刊, IF=5.172),,.
- [7]Tijani IA, Wu YF, Lim CW*. Aggregate size effects and general static loading response on mechanical behavior of passively confined concrete. Construction & Building Materials 2019; 205: 61-72. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [8]WU YF*, He L. Width effect of interfacial bond characteristics. Construction and Building Materials 2019; 220:712-726. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [9]Mohsen M, Dai JG, WU YF*, Bai YL. Development of extended Drucker-Prager model for non-uniform FRP-confined concrete based on triaxial tests. Construction & Building Materials 2019; 224:1-18. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [10]Gao H, WU YF*, Li CQ. Performance of normalization method for steel with different strain hardening levels and effective yield strengths. Engineering Fracture Mechanics 2019; 218:106594. (SCI, 中科院2区, IF=3.084),,.