1.
Since the isotropy of such laminates holds only for the elastic properties, but not for the strength behavior, their strength largely depends on the stacking structure.
在板内发生损伤之后，其各向同性性质不再保留，最终强度将依赖于加载方向以及叠层顺序。
2.
The relationship between compressive strength (flexural strength) with ice temperature, stress and direction is analysed in the paper.
分析了海冰的压缩强度和弯曲强度与冰温、应力率和加载方向的关系。
3.
STUDY ON PUSHOVER ANALYSIS METHOD BASED ON LATERAL LOADING PATTERN
基于侧向力加载方式的Pushover分析方法
4.
The fracture sections of metals under loading conditions, cyclicloading, monotonic loading and impact loading have been analyzed by Fourierseries analysis method.
用富里叶分析方法分析了交变加载、单向加载和冲击的断口。
5.
The Study on Multi-Load Warm-extruding Forming Technology of Square Tee Valve;
方三通件多向加载温挤压成形工艺研究
6.
Eigenvalue Problems for Crosswise Vibration Equation of the Beam with Continuous Load
附加连续荷载梁的横向振动方程的特征值问题
7.
Ultimate Strength of Stiffened Plates with a Square Opening Under Axial and Out-of-Plane Loads
轴向荷载与面外荷载作用下带方形开口加肋钢板的极限强度
8.
spring loaded apex seal
弹簧加载径向密封片
9.
C=Safe concemtrated load at vertical flat-steel direction in KN/m width.
加在正交于扁钢方向（垂直方向）上的安全外加线载荷，用千牛顿、米宽表示。
10.
directional comparison carrier relay
方向比较载波继电器
11.
Load Project : Loads a project into the current solution.
加载项目:将项目加载到当前的解决方案中。
12.
triaxial loading facility for geomechanical modelling of underground structure
三向加载地质力学模型试验装置
13.
Design facts in side appending radial three-cavity transit time oscillator
边加载径向三腔渡越时间振荡器设计
14.
Considering azimuthal space harmonics, the finite size vane model is suggested for vane-loaded helical slow-wave structures in this paper.
考虑角向空间谐波,建立了有限厚度翼片加载螺旋线慢波结构的模型,推导出色散方程。
15.
The elements of the load vector, {P}, are the load components tabulated in numerical sequence.
加载向量P的元素是按编号顺序列表的加载分量。
16.
The selected scenario failed to load. Select a different scenario.
所选方案加载失败。请选择另一个方案。
17.
Study on Vertical Load Transfer Mechanics and Bearing Capacity of Rock-socketed Piles;
嵌岩桩竖向承载机理及承载力计算方法研究
18.
Research on the Method of Measuring Large Diameter Pile Bearing Capacity by Self-Balance System with Loading on Pile Top;
大直径桩承载力桩顶加载自锚式测试方法研究