1.
Study on Normal Section Bearing Capacity of Reinforced Concrete Beam Influenced by Steel Fiber
钢纤维对钢筋混凝土梁受弯承载能力的影响
2.
Experimental and theoretical investigations of flexural load-carrying capacity of concrete beams reinforced with AFRP tendons
AFRP筋混凝土梁受弯承载能力试验研究与理论分析
3.
Study of Load Carrying Capacity of Cold-Formed Square Hollow Section Columns under Axial Load;
轴心受压冷弯方管柱承载力性能研究
4.
Study of Behavior and Strength on Cross Section of the Concrete Superpose Beam;
叠合式受弯构件正截面承载力的受力性能分析
5.
The Behavior Research of Ultimate Flexural Capacity for Flexural Members Strengthened with External-bonded Materials;
粘贴加固受弯构件正截面承载力性能研究
6.
On Calculation Method of Shear Capacity of Reinforced Concrete Beams under Biaxial Bending;
双向受弯梁受剪承载力计算方法探析
7.
Cold-Formed Steel Unlipped Channels Subjected to Concentrated Bearing Load;
冷弯薄壁非卷边槽钢承受集中荷载时的承载力
8.
Research on Bending Performance and Ultimate Load of Externally Prestressed Concrete Simple Supported Beams;
体外预应力混凝土简支梁受弯性能研究及极限承载力分析
9.
Simulate experimental study on bending bearing capacity of the colour steel sandwich panel
彩钢夹芯板受弯承载力模拟试验研究
10.
Analysis on Bearing Capacity of Corroded Reinforcement Members in Bending;
锈蚀钢筋混凝土受弯构件承载力分析
11.
Experimental Investigation of Flexure Capacity of Concrete Beam HRBF500 Bar
配HRBF500级钢筋混凝土梁受弯承载力试验
12.
EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS
HRBF500钢筋混凝土梁受弯承载力试验研究
13.
Calculation of load-carrying capacity of RC beams externally bonded with prestressed composite laminate under sustaining load
预应力片材加固负载RC梁受弯承载力分析
14.
Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with Ferrocement;
高性能复合砂浆钢筋网加固RC梁受弯承载力研究
15.
Consistent method to predict shear capacity of deep flexural members
一种预测深受弯构件受剪承载力的协调方法
16.
Calculation of the shear capacity of reinforced concrete beams under biaxial bending
双向受弯钢筋混凝土梁受剪承载力计算
17.
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
18.
When covered with the sheet the flexural strength of the beam under test became considerably higher than ever and the maximum flexural strength improved drastically.
粘贴碳纤维布后,试验梁的受弯承载力明显提高,其中极限受弯承载力的提高更为显著。