说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 整体剪切屈曲
1.
EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS
蒙皮板的整体剪切屈曲性能试验研究
2.
Buckling behavior analysis of composite stiffened plates
复合材料加筋板剪切屈曲有限元分析
3.
ELASTIC SHEAR BUCKLING OF WEB PLATES IN TAPERED I-GIRDERS
楔形工字梁腹板的弹性剪切屈曲分析
4.
Post Buckling Behavior of Stiffened Composite Plates under Shear Loading;
复合材料加筋板在剪切载荷下的屈曲与后屈曲研究
5.
Research of Shear Buckling of the Prestressed Continuous Concrete Box-Girder with Corrugated Steel Webs
波形钢腹板PC组合箱梁剪切屈曲性能研究
6.
Buckling of compressed bar subjected to combined effect of axial loads considering shear deformation
考虑剪切变形时轴向载荷联合作用下压杆屈曲
7.
BUCKLING PERFORMANCE ANALYSIS OF STIFFENED COMPOSITE PLATE UNDER SHEAR LOADING
复合材料加筋板在剪切载荷下的屈曲特性研究
8.
maximum shear stress yield criterion
最大剪切应力屈服条件
9.
Local Buckling and Inelastic Interactive Buckling between Local and Global Buckling of Tee Beams;
T形截面梁的局部屈曲以及局部和整体弹塑性相关屈曲分析
10.
Dynamic Local and Global Buckling of Cylindrical Shells Under Axial Impact
轴向冲击下柱形壳局部和整体动力屈曲
11.
The Existence of Global Solution for Viscoelastic Beam Equation with Strong Damping and Sliding-Clamped Side
具有sliding-clamped端强阻尼屈曲梁方程整体解的存在性
12.
On Nonlinear Bucking of Symmetrically Laminated, Cylindrically Orthotropic, Truncated Shallow, Conical Shells under Uniform Pressure Including Transverse Shear;
考虑横向剪切的对称层合圆柱正交异性截顶扁锥壳在均布载荷作用下的非线性屈曲
13.
The rock group is characterized by a general order but internal disorder because of intense ductile shearing deformation.
其特点是整体有序,组内无序,韧性剪切变形强烈。
14.
The Influence for Shearing Deformation to the In-plane Overall Buckling Analysis of Long-span Lattice Arches;
剪切变形对大跨格构拱平面内整体稳定的影响
15.
"Maximum shear Strength 63Kg/mm2(90,000psi) maximum (based on 75% yield) "
剪切强度最大63Kg/mm2(90000psi)(为屈服强度的75%)
16.
Analysis for Deformation and Shear Zones of Reinforced Embankment;
加筋路堤变形特性和剪切屈服区分析
17.
Calculation of Force and Energy for Crank Flying Shear
130X130曲柄飞剪剪切力能参数计算
18.
Buckling and Post-Buckling Strength of Shear Panels Degraded by Near Border Cracks
边界裂纹导致的剪力墙板性能退化时的屈曲和后屈曲强度分析