本文介绍了电阻应变片传感器及其主应力公式和在地震予报中的应用。
This paper describes the transducer of the resistance strain gauge, the formulas for its principal stress and the application of the earthquake prediction.
推导了激光相变硬化层的残余应力公式，并对实验结果进行了分析讨论。
The formula of residual stress in laser transformation hardened case is inferred, and the experimental results are discussed.
然后，根据现有的文献资料，提出混凝土在收缩应力以及温度应力作用下板角应力公式。
Then, according to the existing cultural heritage data, put forward formula of stress in the case of the shrink stress and temperature stress.
基于湿吸力概念，分析并给出了有效应力公式，建议了非饱和土的状态分类及有效应力原理。
Based on this absorbed suction concept, the classification of saturation in soil and a principle of effective stress are proposed for unsaturated soils.
轴向荷载作用下：楔形变截面构件的正应力和剪应力公式与等截面构件的正应力公式比较接近。
Tapered members under the axial load: the stresses formulas of the tapered members and those of the prismatic ones are identical.
目前，已有的计算界面应力公式都是在弹性理论基础上假定应力沿胶层厚度为常量，并且，忽略了板条端部的应力奇异现象而得到的。
The available calculation for the interfacial stresses is established on the basis of the elastic theory, assuming the stresses over the depth of the adhesive as constants.
然而实际的古登堡公式应当是既反映介质特征又反映应力水平的关系式。
However, actual Gutenberg-Richter formula shall be relation which reflects both medium character and stress level.
根据接触悬挂系统中的接触线振动方程，推导了接触线应力的均值和方差的计算公式。
Vibration equations of contact wires were used to derive the formulae for calculation of mean and standard deviations of stresses.
同时在试验的基础上，推导得植树后断面平均流速减小值和植物坝段床面剪应力的计算公式。
And base on the experiment, calculating formula of cross section mean velocity's reduction after planting and bed shears stress of vegetation dam block are established.
在粘贴片材加固的混凝土梁的锚固端应力计算公式的基础上，对集中荷载和均布荷载作用下的梁进行参数分析。
Based on the formula for calculating the stress at the plate end of a rc beam strengthened by plate with arbitrary forces, the parameter analysis is presented.
根据土体损失的空间分布规律，应用镜像法原理，推导了土体损失产生的附加应力计算公式。
According to the space regularities of distribution of ground loss and by image method theory, the calculation formulas of superimposed stress are deduced.
论文最后分析了理论计算公式，研究和讨论了剪切应力与粒子体积分数、外加磁场强度和粒子的磁化强度的关系。
Finally in this paper the theoretical formula is analyzed, and the effects of the particle volume fraction, particle magnetization and the external magnetic field onthe shear stress are studied.
文中以球体静态接触为对象，建立模型并推导出赫兹接触应力、变形公式。
Sphere contact as object, contact stress and distortion formula of Hertz are deduced theoretically from the modeling.
通过对混凝土温度裂缝分类、成因与控制机理的分析，总结了混凝土温度应力的公式。
The paper gives the formula of temperature stress by analyzing the cause, classification and control mechanism of the the thermal crack control of concrete.
提出了非饱和黄土和饱和黄土的有效应力计算的简化公式。
Simplified formulas for the effective stress calculation of unsaturated loess unsaturated loess are proposed.
通过对混凝土温度裂缝机理的分析，总结了混凝土温度应力的公式。
The formula of temperature stress by analyzing the cause of the the thermal crack control of concret is given.
利用有关文献试验得到的受拉区纵筋应力应变关系、布置方式等，推导出建议的设计取值公式。
According to the stress-strain relation and disposal mode of steel in the tensional region of section from the experimental results of other papers, the design formula is concluded.
得出了计算粘结应力、滑移及钢筋应力的非线性实用公式。
Some practical formulas of nonlinear analysis are obtained for calculating the bond stress, the slip and the stress of steel bar.
本文提出的预应力结构中考虑温度效应的经验公式，可用于指导设计与施工。
The experiential formulas of temperature effect on prestressed structures can guide design and construction.
得到了应力函数的表达公式。
The formula for calculating stress function has been obtained.
直接对曲梁剪应力的积分方程求解，导出了曲梁剪应力和径向应力的计算公式。
The shearing-stress formula in curved beams can be derived by solving directly an integral equation, and the formula for radial stresses is also presented in this paper.
对连续型随机应力和离散型模糊强度的模糊可靠度计算公式进行了研究，提出了当随机应力和模糊强度均为连续型时的加权平均法计算公式。
This paper puts forward a fuzzy random reliability formula named weighted average method, under the condition that random stress and fuzzy strength are all continuous variables.
给出了一般截面形状复合曲梁在复杂受力情况下的正应力计算公式。
The formulas for calculation of normal stress under complicated loading in composite curved beams with general shape are derived.
以此规律为基础，拟合成了用数学方程表达的粘接应力分布形态公式。
Based on this law, a distributing shape formula of the adhesive stress expressed by using a mathematical equation is also obtained.
通过试验和解析方法对粘贴碳纤维布加固修复钢结构技术的粘结界面受力性能进行了分析，提出粘结界面剪切应力的计算公式，并在实际算例中取得了与试验较为吻合的结果；
Through tests and analysis of the adhesive interface performance of steel structure with CFRP, the paper sets up an expression of adhesive interface shear stress, which is validated by the tests.
最后，得出了应力强度因子计算公式。
本文研究考虑损伤时材料的断裂应力，推导出了在表面能密度有限的情况下，损伤断裂应力的计算公式。
In the case of the limited level density of the material surface energy, the fracture stress and the calculation formula of the engineering damage were studied.
对弹簧强压处理的残余应力进行分析，提出了残余应力的计算公式。
This paper analyses the remanent stress of the strengthened spring and describrs the formula of remanent stress.
推导用斯托克斯参数表示的光纤应力计算公式。
A formula is derived for calculating fiber stress showing by stokes parameter.
推导用斯托克斯参数表示的光纤应力计算公式。
A formula is derived for calculating fiber stress showing by stokes parameter.
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