1.
The Method for Computing Sectional Geometric Parameters of Thin-Walled Elements with Arbitrary Shedding Polygon Sections;
任意多边形开口薄壁杆件截面几何参数计算方法
2.
Optimization of the truss with displacement constraint using member-area-increasing iteration
用杆件截面递增迭代法对位移约束桁架进行优化设计
3.
Such members are much more flexible in torsion than those with a solid section.
这样的杆件在扭转时比实心截面的杆件柔得多。
4.
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。
5.
Finite Element Method for Torsional Bar with Arbitrary Shaped and Multiple-Connected Cross-Sections
多连通任意截面杆件扭转问题的有限元法
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.
Derivation and Realization on the Stiffness Equation of Uniform Section Bending Bar
等截面弯曲杆件刚度方程的推导和认识
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.
Design of Fully-welded Steel Plate Composite Truss Girders of Box Section Member Bar of Minpu Bridge Ⅱ,Shanghai
闵浦二桥箱形截面杆件全焊钢板组合桁梁设计
10.
Experimental study of flutter stability of H-shaped slender member
H型截面细长杆件颤振稳定性试验研究
11.
To Derive the Slope-displacement Equation of Uniform CrossSection Circular Curved Bar With the Method of Elastic Centre
用弹性中心法推导等截面圆弧杆件的转角位移方程
12.
Research on Dynamic Characteristics of Large Coss-Section Acoustic Horns and Software Design;
大截面超声变幅杆振动特性研究及设计软件开发
13.
Numerical Study on Composite Sandwich Thin-walled Bar with Closed Section
封闭截面复合材料夹芯薄壁杆件的数值方法研究
14.
Design of a Box Section No-panel Joint Full-welded Steel Truss Pedestrian Overpass
箱型截面杆件无节点板全焊钢桁架人行天桥设计
15.
Calculation and Analysis on Local Stability of I-shaped Compression Member Web in Steel Truss
钢桁架工字形截面受压杆件腹板局部稳定计算与分析
16.
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
17.
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
18.
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