1.
Study on the Strength of Normal Section and Diagonal Section of Reinforced Concrete Shear Wall;
钢筋混凝土剪力墙正截面及斜截面承载力分析
2.
Study on the Cross-section and Oblique-section of Steel Reinforced Concrete Short-leg Shear Wall;
型钢混凝土短肢剪力墙正截面斜截面分析
3.
The Research on the Strength of Normal Section and Inclined Section of Steel Reinforced Concrete Special-Shaped Column;
钢骨混凝土异形柱正截面与斜截面承载力研究
4.
And gaining the across, vertical section and inclined section.
并通过插值,得到横、纵剖面及斜截面。
5.
Study on bidirectional for rectangular section concrete beam
在双向剪力作用下混凝土矩形截面梁斜截面承载力的计算
6.
Mohr's circle is required for any oblique plane passing through the point O.
需要对通过点o的任意斜截面绘制莫尔图。
7.
Simulation and Imitation on the Damage of RC Bending Members Diagonal-section;
钢筋混凝土受弯构件斜截面破坏仿真模拟
8.
Effect of Corroded Longitutal Reinforcements on Shear Capacity of Simple Supported Concrete Beam Without Stirrups;
纵筋锈蚀对无腹筋梁斜截面受剪承载力的影响
9.
Experimental Study on Mechanical Behavior of Diagonal Section of Reinforced Concrete Beams with HRB500 Stirrups;
HRB500级箍筋混凝土梁斜截面受力性能试验研究
10.
Research on Shear Capacity of Reactive Powder Concrete Beam;
活性粉末混凝土梁斜截面抗剪承载力研究
11.
Study on Mechanism of Heat Transfer Enhancement of Ellipsoidal Vortex Generator;
斜截椭圆柱式涡流发生器强化传热机理的研究
12.
Experimental Research on the Shearing Capacity of Recycled Concrete Beams without Stirrups;
再生混凝土无腹筋梁斜截面受力性能试验研究
13.
The Research o n Shear Strength of Reinforced Concrete Composite Structure in Freshwater Whart;
内河码头中叠合结构斜截面抗剪性能研究
14.
Experimental Study and Analysis on the Diagonal Shear Property of Corroded Reinforced Concrete Beam;
锈蚀钢筋混凝土梁斜截面性能试验研究和分析
15.
Study on Shear Property of RC Beams with FRP Mesh Hoops;
纤维网箍钢筋混凝土梁斜截面受剪性能研究
16.
Theoretical and Experimental Research on Inclined Section Bearing Capacity of Reinforced Concrete Box Beams Strengthened with CFS;
CFS加固RC箱梁的斜截面承载力分析与试验研究
17.
Finite Element Analysis of Skewly-Supported Continuous Box Girder Bridge with Variable Section;
斜交变截面连续箱梁桥的有限单元法
18.
Study on the oblique wedge-like transformer with a large dimension rectangular gradual section
大尺寸矩形变截面斜楔型变幅杆研究