通过对误差的分析，说明由一般的拉伸曲线求解该新型应力应变关系的可行性及可靠性。
Through analyzing error, it was shown the feasibility and the reliability of solving the new relationship of stress and strain by ordinary tensile curve.
工程实践表明，该加固方法不仅解决了一般加固结构中的应力应变滞后现象，且施工方便、技术合理、加固效果可靠。
The engineering practice shows that the technology can avoid stress-strain lagging in the ordinary strengthening construction, and makes the engineering construction convenient and reasonable.
最危险点在接头的第一啮合齿的齿根处，最大应力应变值一般均超过屈服极限。
The most dangerous point is at the root of the first engaged tooth of a joint. Generally, the biggest values of stress and strain may exceed the yield limit.
本文解作为一般解，既能反映材料的弹性变形，也能计入材料的塑性应变强化。
As a general one, the presented solution can represent not only the Linear-elastic response but also the plastic strain hardening of an actual material.
一般情况下，模型栅格的变形是轴向应变和切向应变的组合。
In general, the deformation of the model grille is a combination of axial and shear strains.
一般低应变区和张应变为主导的地区，孕育强震的可能性小，属于比较稳定的地区。
Generally, the area with low strain and predominant tensile strain might have a small possibility for strong earthquake development, which belongs to a stable area.
通过截面平衡分析，建立了混凝土损伤指标与截面应变关系的一般公式，并得到截面广义力—位移关系曲线。
The general relation between the damage and strain of the beam cross-section is set up and the stress-strain curves of cross-section are made, through the analysis on cross-section balance.
首先在小弹塑性范围内用应变的奇次四项式相当精确地拟合一般硬化材料的拉伸曲线；
This paper pressents a polynomial with four odd terms to fit the stress-strain relation for the materials with arbitrary hardening behaviour in the region of small elastoplastic deformation.
由于一般构件的几何形状和荷载状态复杂，难于对裂纹尖端的应力应变状态得到理论解。
Because of complexity of geometric shape and loading state for general component, it is difficult to gain theoretical solution to the state of stress-strain for cracking tip.
一般锚固类结构拱顶表面应变峰值是新型锚固结构的2倍。
The maximum surface strain of single anchorage structure is 2 times larger than that of the new composite anchorage structure.
简述了静态应力应变测量的基本方案，并对方案实施中的几个测量技术问题做了较详细的论述，给出了测量结果的一般分析方法。
Gives the basic scheme of static stress and deformation, and discuss some measure technology problem carefully, at last, supports the analysis-method of measure result.
电力系统一般都很复杂且变量又多，实现二阶负载—频率自动控制也相应变得很困难。
Because power systems are complex and multi-variable, it is very difficult to realize automatic secondary load-frequency control.
为提高精度，在渐变应力比突变应力更符合实际的基础上提出应力在各时段内线性变化的假定，在此假定下推导了应力计算的一般公式，用于实测应变资料的分析计算。
Based on an analysis of the sources of errors, a linear variation of the stress at each stage was assumed, and a general formula for stress calculation was deduced.
因为一个人在不能随机应变有所选择的时候，自以取那一般地最安全最谨慎的途径为佳；
For where a man cannot choose, or vary in particulars, there it is good to take the safest and wariest way in general;
研究结果表明，经受过冲击荷载作用的土样的应力–应变关系曲线一般随冲击次数的增加而升高，即表现为强度的增大；
The studies show that the stress-strain curves of clay samples subjected to impact loading are higher than those before subjected to the numbers of impacts, which show the increase of shear strength.
滞弹性一般不用应力或应变来度量或定义。
Anelasticity is normally not measured or defined in terms of stress or strain.
岩土小应变情况下表现出许多与一般中大应变实验不同的特性。
Geomaterials exhibit many special characteristics in small strain stage which are different from those in middle or large strain stage.
现场测试表明岩土工程中应变一般都比较小。因而近年来岩土小应变问题受到重视。
Field measurement showed that the strain in most of geotechnical engineering regions belongs to small strain.
软岩工程中的岩体一般为膨胀岩体，受水作用后的应力应变场分析问题十分困难。本文提出了分析膨胀岩体受水作用的湿度应力场理论。
In this paper, the author presents forword a new theory in rock mechanics-the humidity stress field the - ory of swelling rock.
对于经典回归分析模型来说，人们一般都是假定其响应变量为连续型变量。
Regarding the classical models of regression analysis, people generally assume that its response variable is the continual variable.
对于经典回归分析模型来说，人们一般都是假定其响应变量为连续型变量。
Regarding the classical models of regression analysis, people generally assume that its response variable is the continual variable.
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