1.
The Study on Cross-section Flexural Properties of CFRP Reinforced Concrete Beams
CFRP增强混凝土梁正截面抗弯性能研究
2.
The Study on Cross-section Flexural Properties of GFRP Reinforced Concrete Beams
GFRP增强混凝土梁正截面抗弯性能研究
3.
Effects of Reinforcing Bar Amount on Bending-resistance Bearing Capacity of Single-side Reinforced Rectangular Beam
纵向钢筋配筋量对单筋矩形截面梁截面抗弯承载力的影响
4.
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
5.
Evaluation on Flexural Capacity of Existing Reinforced Concrete Bridges;
既有钢筋混凝土桥梁正截面抗弯承载力评估
6.
Discussion on calculation of bending strength of the straight section of concrete member;
关于钢筋砼构件正截面抗弯计算问题的探讨
7.
Sectional Bending Capacity of Restrained RC Beams during Heating and Cooling Phases
升降温全过程混凝土梁截面抗弯承载力分析
8.
Flexural stiffness of equivalent section of RC piers subjected to earthquakes
地震作用下钢筋混凝土桥墩有效截面抗弯刚度
9.
Simulation on bending load capcity of RC beam strengthened by CFRP based on ANSYS
基于ANSYS的CFRP加固钢筋混凝土梁正截面抗弯模拟
10.
Experimental study on flexural behaviour of concrete beams prestressed with external CFRP tendons
体外预应力CFRP筋混凝土梁正截面抗弯试验研究
11.
DESIGN RECOMMENDATIONS ON FLEXURAL CAPACITY OF FRP-REINFORCED CONCRETE BEAMS
FRP筋混凝土梁正截面抗弯承载力设计研究
12.
Analysis of the Anti-bending Bearing Capacity Calculation of Inverted T Reinforced Steel Concrete Composite Cross-section Beams;
倒T型钢混凝土组合梁正截面抗弯承载力计算分析
13.
Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with Textile Reinforced Concrete
织物增强混凝土（TRC）加固RC梁正截面抗弯性能试验研究
14.
Calculation Method of Normal Section Flexural Capacity of Corroded Reinforced Concrete Rectangular Beams
锈蚀钢筋混凝土矩形梁正截面抗弯承载力计算方法
15.
Research on Flexural Behavior of Reactive Powder Concrete Rectangular Beam with Steel Bars;
活性粉末混凝土矩形截面配筋梁抗弯性能研究
16.
Section Property and Moment Capacities of Profiled Metal Sheets;
压型钢板截面特性及抗弯性能试验研究
17.
Study on flexural performance of partial steel fiber reinforced concrete beams
钢纤维增强部分截面混凝土梁抗弯性能研究
18.
Calculating Method of Time-Dependent Reliability of Existing Bending Structure with T-Shape Section Considering Resistance Deterioration
考虑抗力退化的T形截面既有受弯构件时变可靠度计算方法