Application of compound glass fiber cloth into the reinforcement of old Bridges can guarantee the stress components to work jointly and provide an overall support against the load.
采用高强复合玻璃纤维布进行旧桥加固，能够保证受力构件协同工作，结构整体受力，共同承担荷载。
The stress components form a symmetric array.
应力分量构成了一个对称的数组。
The stress components form a symmetric array .
应力分量构成了一个对称的数组。
The stayed cable is one of the main stress components.
斜拉索是斜拉桥的主要受力构件之一。
Contributions of 3-d stress components to damping can also be studied by this method.
该方法还可以比较三维应力分量对阻尼的贡献。
Coulomb's criterion of shear fracture is used to determine whether these stress components will trigger the earthquakes or not.
根据岩石的库仑剪破裂准则来判断潮汐应力对所研究的震例是否具有触发作用。
In two and three dimensions the yield limit is reached when a certain function of all the stress components reaches a fixed value.
在二维或三维的情况下，屈服极限是当所有应力分量的某个函数达到某一固定值时达到的。
For the same ratio of two stress components, the resistance to liquefaction of saturated sand decreased with the increasing area of the elliptical stress path.
当轴向应力与剪应力幅值的比值保持不变时，砂土液化强度随着椭圆面积的增大而降低。
By coordinate transformation of stress we have the differential relationship between the principal stresses and stress components to facilitate deviation calculation.
利用应力的坐标变换关系，推导出主应力与应力分量之间的微分关系，使主应力的精度计算更加简便。
It was shown that the resistance to liquefaction of saturated sand was considerably related with both the area of elliptical stress path and the ratio of the two stress components.
试验结果表明砂土在双向耦合荷载作用下，其液化强度与加载椭圆路径的面积和两个荷载分量比值密切相关。
The orientation of the induced hydrofractures arc controlled by the mutually perpendicular orientations of the maximum and minimum principal stress components of in situ stress field.
人工裂隙的方向受地应力场中两个相互垂直的主应力分量—最大主应力和最小主应力的制约。
A set of inequality constraint conditions of the strength parameters is derived from the convexity of the strength criterion, which is expressed in a quadric form in terms of stress components.
本文从一般强度理论出发导出各向异性材料应力形式张量多项式强度理论，根据强度准则的外凸性得到应力二次形式强度准则的强度参数限制条件。
The fundamental solutions for displacements and stress components of the layered soil due to unit internal ring loading are first derived with integral transforms and the transfer matrix method.
采用积分变换和传递矩阵方法，求解了成层土在内部环形荷载作用下的基本解；
The fundamental solutions for displacements and stress components of the layered soil due to unit internal ring loading are first derived with integral transforms and the transfer matrix method.
采用积分变换和传递矩阵方法，求解了成层土在内部环形荷载作用下的基本解；
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