1.
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
2.
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
3.
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
4.
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
5.
Twisting and Bending of Stroight Bar of the Linear Viscoelasticity Solid
线性粘弹性材料等截面直杆的扭转和弯曲
6.
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
7.
perpendicular cut
(与轴成)垂直(截面)截割
8.
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
9.
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
10.
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
11.
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
12.
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
13.
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。
14.
Bending Constant of Straight Beam with the Same Cross Section on Linear-Deforming Soil Medium
线性变形土介质上等截面直梁的弯曲常数
15.
Bending and Torsion problems of Non-homogeous Elastic Circular Ring with Variable Cross-Section under
载荷垂直于非均匀变截面弹性园环的弯扭问题
16.
STATIC ANALYSIS OF STRAIGHT BOX GIRDER BRIDGES BY SPLINE SUBDOMAIN METHOD
双样条子域法分析等高度变截面连续直箱梁桥
17.
Research on Algorithm for the Vertical Bearing Capacity and settlement of the Large Diameter Pile with Variable Cross-section
大直径变截面桩竖向承载力及沉降算法研究
18.
Analysis of beam with variable cross-section by using direct element-based equilibrium framework
直接基于单元平衡的变截面梁反应分析方法