1.
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
2.
Shear Capacity of Plastic Hinge Region of RC Shear Wall;
钢筋混凝土剪力墙塑性铰区受剪承载力分析
3.
Research of Mechanical Property of CFRP-Concrete Interface under Elevated Temperatures;
高温下CFRP-混凝土界面受剪性能研究
4.
Experimental Research on Flexural Performance of the RC Beams Strengthened with HPF;
HPF加固RC简支梁的受剪性能研究
5.
Analysis on Shearing Performance of SRC Transformation Columns
型钢混凝土转换柱段受剪性能的研究
6.
A Shear Damage Element Model for Concrete and Its Application
一种受剪细观损伤单元模型及其应用
7.
Experimental study on shear behavior of high-strength concrete beams with high-strength stirrups
高强箍筋高强混凝土梁受剪试验研究
8.
Shear Behavior of Reinforced Concrete Deep Flexural Beams with Web Reinforcement;
钢筋混凝土深受弯有腹筋梁受剪性能研究
9.
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
10.
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
11.
Experimental Research on Shear and Seismic Behavior of Steel Fiber Reinforced Concrete Shear Wall;
钢筋钢纤维混凝土剪力墙受剪及抗震性能试验研究
12.
Study on Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams Without Web Reinforcement When Shear-Span Ratio is 2.5;
不同纵筋率对剪跨比为2.5的无腹 筋约束梁受剪性能影响的研究
13.
Experiment Research and Finite Element Analysis of Simply Supported Beams Without Web Reinforcement When Shear-Span Ratio is 1.5;
剪跨比为1.5的无腹筋简支梁受剪性能试验研究及有限元分析
14.
Study of Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams Without Web Reinforcement When Shear-Span Ratio is 1.5;
不同纵筋率对剪跨比为1.5的无腹筋约束梁受剪性能影响的研究
15.
Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Simply Supported Beams with Web Reinforcement When Shear-Span Ratio is 1.5;
纵筋率对剪跨比为1.5的有腹筋简支梁受剪性能的影响
16.
Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams with Web Reinforcement When Shear-Span Ratio is 1.5;
不同纵筋率对剪跨比为1.5的有腹筋约束梁受剪性能的影响
17.
Effect of Longitudinal Reinforcement Distribution on Shear Behavior of Deep Flexural RC Beam when Shear-Span Ratio is 1.5;
纵筋布置形式对剪跨比为1.5的钢筋混凝土深受弯梁受剪性能的影响
18.
SHEAR CAPACITY OF VERTICAL-GROOVED CONNECTION IN PBP STRUCTURES
装配式大板结构竖向齿槽接缝受剪承载力设计