1.
RESEARCH ON BRIDGE STRENGTHENING WITH PRESTRESSED FRP SHEETS
预应力FRP片材加固桥梁技术研究
2.
Nolinear Finite Analysis of RC Beams Strenthened with Pre-tensioned FRP Laminate
预应力FRP片材加固RC梁非线性全过程分析
3.
The research status of FRP sheet prestressed reinforcement technology at home and aboard
FRP片材预应力加固技术国内外研究现状
4.
Analysis of the Interface Temperature Stress of FRP Reinforced Concrete Beam;
FRP片材补强混凝土梁界面温度应力分析
5.
ANALYSIS OF INTERMEDIATE SHEAR STRESS IN CRACKED RC BEAMS STRENGTHENED WITH FRP
FRP片材加固开裂RC梁跨中界面粘结剪应力分析
6.
Ultimate capacity experiment on reinforced concrete beams strengthened with FRP laminate
FRP片材加固钢筋混凝土梁极限承载力试验
7.
Theoretical Research on Behavior of Concrete Beam Reinforced with FRP Bars;
预应力FRP筋混凝土梁受力性能的理论研究
8.
Analysis of Debonding Load-Carrying Capacity for RC Beams Strengthened with Prestressed FPR Under Bending Load
预应力FRP加固RC梁的受弯剥离承载力分析
9.
THE MECHANICAL BEHAVIOR OF CONCRETE PIER STRENGTHENED WITH LATERAL PRE-STRESSED FRP SHEETS
预应力FRP布加固混凝土桥墩的力学性能研究
10.
Anchorage Systems of High Strength Fiber Reinforced Polymer and the Applications in Strengthened Structure;
高强度复合材料FRP片材波形齿夹具锚锚固系统及应用研究
11.
Numerical Simulation and Theoretical Analysis of RC Beams Strengthened with Non-prestressed and Prestressed FRP Sheets;
普通和预应力FRP加固梁的数值模拟与理论分析
12.
Research of RC Beam Strengthened by Pre-Stressed FRP Polymer;
预应力FRP布加固钢筋混凝土受弯构件研究
13.
Nonliner Finite Element Analysis of Concrete Number in Bending with Prestressed FRP Tendons;
预应力FRP筋受弯构件非线性有限元分析
14.
Research of the Fatigue Performance of RC Beams Externally Prestressed with FRP Tendons;
体外预应力FRP筋加固混凝土梁的疲劳性能研究
15.
Analyzing the Anti-bending Function of RC Beams Strengthened with the Different Bottom Bonded FRP
不同预应力度FRP加固RC梁抗弯性能有限元分析
16.
Analysis of Ductility and Deformability of Concrete Flexural Members with Prestressed FRP Tendons
预应力FRP混凝土受弯构件延性和变形性能分析
17.
NONLINEAR FINITE ELEMENT MODELING OF UNBONDED PRESTRESSED CONCRETE BEAM WITH FRP TENDONS
无粘结预应力FRP筋混凝土梁的非线性分析
18.
FATIGUE INTERFACIAL CRACK GROWTH BEHAVIOR ON THE RC BEAMS STRENGTHENED WITH PRESTRESSED FRP
预应力FRP加固RC梁的界面疲劳裂纹扩展规律