1.
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
2.
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
3.
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
4.
Analysis of the Dangerous Sectionin Tangent Bend Deformation;
关于双向弯曲变形构件危险截面的讨论
5.
Experimental and Theoretical Study of Elastic Critical Local Buckling Stress of the Cold-formed Steel Bending Members;
冷弯薄壁型钢受弯构件截面弹性局部屈曲试验与理论研究
6.
CALCULATING FORMULAS FOR EQUIVALENT STIFFNESS AND STABILITY OF CURVED BAR SIMPLY SUPPORTED AT BOTH ENDS
两端简支弯曲杆件的等效刚度、稳定性计算公式
7.
Stability of single-layer reticulated domes with initial imperfection to members
考虑杆件初弯曲的单层球面网壳稳定性能
8.
Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure.
在等截面杆件中，剪应力和剪应变可以由扭矩引起，或者由变曲相关的剪力引起。
9.
Discussion about"Analysis of Correlation Curves between the Axial Force of Eccentrically Pressed Member with Rectangular Cross Section and the Bending Force Moment;
关于“矩形截面偏心受压构件轴力——弯矩相关曲线分析”的探讨
10.
Out-Plane Buckling of Eccentrcally Tensile Members and Tapered Beam-Columns;
拉弯构件及变截面压弯构件弯扭失稳分析
11.
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。
12.
Since the plate is relatively wider and the width-thickness ratio of plate is always larger, the section of cold-formed steel is easy to buckle.
由于冷弯型钢截面开展，各组成板件的宽厚比往往较大，截面容易凸曲。
13.
Bending Stress of Cross-section in Track of Hydraulic Steel Gate
水工钢闸门轨道横截面弯曲应力分析
14.
Analysis of Moment-curvature Hysteresis Behavior of Composite Beams
组合梁截面弯矩—曲率滞回性能分析
15.
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
16.
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
17.
Out-Plane Buckling of Simply Supported Tapered Beam;
简支楔形变截面工字钢梁的弹性弯扭屈曲
18.
Open Cross-Section Beams Under Pure BendingⅡ.Finite Element Simulation
纯弯曲开口横截面梁的有限元模拟分析