1.
Buckling of round variable section compression bars with one side fixed and another place elastic supports
下端固接上端弹性支承变截面压杆的屈曲
2.
Study on the Buckling of Non-uniform Cross-section Slender Compressive Bar with Centrally Load
变截面细长压杆失稳基本理论的研究
3.
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
4.
NUMERICAL ANALYSES OF STRESS WAVE PROPAGATION IN A VARIABLE SECTION BAR
应力波在变截面杆中传播的数值分析
5.
CALCULATION OF SHEARING STRESS FOR AXIAL DRAWING OF TRANSFORM SECTION BAR
变截面直杆轴向拉伸时的剪应力计算
6.
The Interactive Buckling of T-Section Columns with Axial Compress;
T形截面轴心受压压杆的局部失稳与整体失稳
7.
Section Optimum Analysis of Thin-Walled Compressive Bar Based on Orthogonal Experimental Method
基于正交试验方法的薄壁压杆截面优化分析
8.
Study on the Ultimate Load Carrying Capacity of Box-section Steel Columns Stiffened by Inner Longitudinal Ribs
内置纵肋箱形截面钢压杆稳定极限承载力研究
9.
Capacity Calculation of Welded Axially Compressed Members with Thin-Walled Box Section
焊接薄壁箱形截面轴心压杆的承载力计算
10.
Dynamic Response of 3D Piezoelectric Circular Bent Rods under Impulsive Loading
圆截面压电曲杆在冲击载荷作用下的动力响应
11.
Distortion of thin-walled bar with rectangular section taking account of shear deformation
考虑剪切变形的矩形截面薄壁杆件畸变分析
12.
Study on box deep drawing formability of tailor rolling blanks using variable blank holder force
变压边力对连续变截面辊压板成形性能的研究
13.
Development of Optimization Engineering Software for Transformer Core Section
变压器铁心截面优化工程软件的开发
14.
The Effect of Diaphragm Density on Distortion of Thin-Walled Bar with Rectangular Cross Section
横隔板间距对矩形截面薄壁杆件畸变的影响
15.
Coupling Deformation and Stresses Between Layers in Sandwich Bar with Closed Section
封闭截面夹芯杆的耦合变形和层间应力
16.
Solution to Natural Frequency of Longitudinal Vibration for a Nonuniform Nonhomogeneous Bar with Variable Cross Section by Finite Segments Method
有限段法解非均质变截面杆纵向振动固有频率
17.
Research on power function compound horn with large dimension rectangular section
大尺寸矩形截面幂函数复合变幅杆的研究
18.
We may also consider the critical load of constant-section bar as a special case for that of varying-section one.
由此我们亦可将等截面杆件的临界荷载作为变截面杆件的临界荷载的特殊情况加以考虑。