1.
Dicussion on Neural Network Models of Shear Behavior of Reinforced Concrete Beams Without Stirrups;
无腹筋钢筋混凝土简支梁受剪特性的神经网络模型初探
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.
Shear Strength Behavior of Over-consolidation Clay in Ring Shear Tests;
利用环剪仪对超固结黏土抗剪强度特性的研究
4.
Shear strength behavior of overconsolidated clay in ring shear tests
采用环剪仪对超固结黏土抗剪强度特性的研究
5.
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
6.
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
7.
Study on Behaviour Coupling Beams of High-rise Shear Wall under Load;
高层建筑剪力墙连梁受力性能的研究
8.
Analysis on Shearing Performance of SRC Transformation Columns
型钢混凝土转换柱段受剪性能的研究
9.
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
10.
Fabric anisotropy and undrained shear behavior of granular soil
砂土各向异性和不排水剪切特性研究
11.
Shear properties at interface between highly plastic clay and concrete
高塑性黏土与混凝土接触面剪切特性
12.
Clipping Drawing can be restricted to a particular section of the client area.
剪裁-绘图可以受限于客户区的特殊区域。
13.
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
14.
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
15.
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
16.
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
17.
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
18.
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