1.
The Design of Steel Truss Corridor with Large Span and Triangular Cross-section
大跨度三角形截面钢桁架走廊的设计
2.
Using Alternation Approximate Method for following a Precedent to Answer Moment Capacity of Reinforced Concrete Trapezium Beams or Triangle Beams.
试用迭代法求解梯形、三角形截面梁正截面承载力
3.
Numerical simulation research of the triangular cross-section structure flow resistance in endovascular stent
血管内支架三角形截面结构流阻的数值模拟实验
4.
Experiments were performed to evaluate the micro-scale flow boiling heat transfer characteristics of acetone flowing through triangular silicon microchannels.
以丙酮为工质，在三角形截面的硅基微通道内进行了微尺度沸腾传热实验研究。
5.
any shape that is triangular in cross section.
横截面部分是三角形的任何形状。
6.
EM SCATTERING AND RCS ANALYSIS OF CORNER STRUCTURES
角形结构的电磁散射和雷达截面分析
7.
Effect of Secondary Warping on Location of Shear Center
次翘曲对角钢和T形截面剪切中心坐标的影响
8.
Plastic Osteotomy of Mandible(Body,Angle and Mental Region ) for lower face narrowing----V-Line face Re-shaping
下颌骨(角.体.颏区)截骨,面下部整体轮廓缩小——V型脸成形术
9.
Shape-controlled synthesis of truncated octahedral Cu_2O architectures and their growth mechanism
截角八面体Cu_2O晶体的形貌控制合成及其生长机理研究
10.
v beam sheeting
v 形截面钢护墙板
11.
Several Solutions of Section Design of the Single Steel Beam--On the Calculation of Bearing Capacity of the Single Steel Rectangular Beam section;
截面设计的几种解法——略谈单筋矩形截面梁正截面承载力计算
12.
Based on the experiment, the influences of tool normal rake, chip pulling angle and chip pulling force on the shape and metallurgical structure of the fiber cross section are studied.
通过试验研究了刀具法向前角、拉屑力和拉屑角等对纤维横截面形状和金相组织的影响。
13.
Studying on the Section Shape and Section Size Proportion of Air Channel to Thread Route of Interlacer;
网络器气道截面形状与截面积比的研究
14.
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
15.
Research on application of change from hyperbolic arch section into box section
改双曲拱截面为箱形截面技术的应用研究
16.
Normal section strength calculation for reinforced concrete flexural member with ring section
钢筋混凝土环形截面受弯构件正截面强度计算
17.
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section( SLTCF) is studied.
从结构的几何非线性分析着手,研究截面为三角形的空间格构式斜腿刚架的平面内整体稳定。
18.
The out-plane global stability of space lattice tilted column frame of triangle section must be taken into consideration at the design stage.
截面为三角形的空间格构式斜腿刚架的平面外稳定性是设计中必须考虑的问题。