1.
Study on the Longitudinal Anti-bending Capacity of Nanjing Cross-river Shield Tunnel
南京越江盾构隧道纵向抗弯能力研究
2.
incapable of or resistant to bending.
不能弯曲或者对弯曲有抵抗力。
3.
ANALYSIS ON THE FLEXURAL BEHAVIOR OF PARTIALLY-PRESTRESSED CONCRETE BEAMS REINFORCED WITH CFRP
CFRP加固部分预应力梁的抗弯性能分析
4.
Flexural Behavior of Concrete Beams Strengthened with Prestressed FRP Laminate;
预应力纤维片材加固混凝土梁抗弯性能研究
5.
Performance Study on Right Section Bending Resistance Bearing Capacity of New Styles Composite Plates;
新型复合板正截面抗弯承载力性能研究
6.
Analysis on Anti-bending Capability of Externally Prestressed Concrete Beams;
体外预应力混凝土桥梁的抗弯性能分析
7.
Research on Flexural Performance of Steel Beams Reinforced by Prestressed Carbon Fabric Reinforced Plastic;
预应力碳纤维布加固钢梁抗弯性能研究
8.
An Experimental Study of The Flexural Behavior of Strengthening RC Beams Using CFRP Sheets Under Sustaining Load;
二次受力下碳纤维布加固梁抗弯性能试验研究
9.
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
10.
Research on Prediction Model for Flexural Load-bearing Capacity of Corroded Steel Components
锈蚀型钢构件抗弯承载能力预测模型研究
11.
The Behaviors of Doubly Reinforced High Strength Concrete Beams and Slabs in Bending;
高强混凝土梁板抗弯性能试验及其承载能力分析研究
12.
Seismic performance of moment connections between cold-formed steel sections
冷弯型钢抗弯斜节点抗震性能试验研究
13.
The conclusion drived from a numeric example shows that the stiffness of the steel box beam bridges can be increased only by curving prestress tendors.
算例表明,只有曲线布置预应力束才能提高钢箱梁桥抗弯刚度。
14.
Theoretical Analysis and Numerical Simulation on Flexural Behavior of Bridge Strengthened with Prestressed CFRP;
预应力CFRP加固桥梁抗弯性能的理论分析与数值模拟
15.
Experimental Study on Flexural Performance of RC Beam Strengthened with Prestressed CFRP Plate;
预应力CFRP板加固钢筋混凝土梁抗弯性能的试验研究
16.
Experimental Study on Fatigue Behavior of the Beams Strengthened by Steel Fiber Reinforced Self-stressing Concrete Layer;
钢纤维自应力混凝土加固梁抗弯疲劳性能试验研究
17.
Experimental Study on Flexural Behavior of Fixed RC Beams Strenghtened by External Prestressing;
体外预应力加固混凝土超静定梁抗弯性能试验研究
18.
Simulation Analysis on Bonded Behavior of the Pretressed Rc-Concrete Hollow Slab Strengthened with CFRP Boards;
碳纤维板加固预应力混凝土空心板的抗弯性能仿真分析