1.
The Test Method of Determining Residual Stress Based on Yield and Rigidity Decay;
基于屈服及刚度衰减条件测定残余应力的试验方法
2.
Subgrade Strength Based on the Attenuation of the Road under the Conditions of Structural Mechanics Analysis and the Recommendation of a Typical Structure
基于路基强度衰减条件下的路面结构力学分析及典型结构的推荐
3.
STUDY ON STORY STIFFNESS OF SEISMIC WALL WITH CONCEALED BRACINGS AND ITS DECAYING PROCESS
带暗支撑抗震墙层刚度及其衰减过程研究
4.
maximum shear stress yield criterion
最大剪切应力屈服条件
5.
Study on the Effect of Site Condition to Ground Motion Amplitude and Attenuation Relations;
场地条件对地震动峰值及衰减关系的影响研究
6.
Wave Velocity and Attenuation Characteristics of Gabbro at 100～300℃ and 0.5～4.0 GPa
0.5～4.0GPa、100～300℃条件下辉长岩弹性波速及衰减特征
7.
Conditional Yield Strength by Use of Titanium for Pressure Vessels Should be Changed from σ_(r0.2) to R_(p0.2)
压力容器用钛采用的条件屈服强度应由原标准σ_(r0.2)改为R_(p0.2)
8.
Analysis of Local Buckling of Steel Plate in Contact with Rigid Medium
刚性介质接触条件下钢板的局部屈曲分析
9.
Influence of post-yielding stiffness to seismic response of building structures
屈服后刚度对建筑结构地震响应影响的研究
10.
Non-uniform Distribution of Interference Fringe Intensity on the Liquid Surface and the Attenuation Effect of Surface Acoustic Waves;
液体表面波干涉条纹强度的非均匀分布及表面波的衰减效应
11.
It was believed that there were still disputable points deserving of further elaboration in the verification that had been so far made.
文中证明，特征线法的应力关系式与本文的屈服条件、屈服函数的极值条件是相同的。
12.
Local Buckling and Post-Buckling Strength of Tapered Member;
楔形压弯构件的局部屈曲及屈曲后强度
13.
Constitutive Relation of Pear-shaped Yield Surface for Concrete under the Conditions of the Special Load
特殊荷载条件下的混凝土梨形屈服面本构关系
14.
TiNi alloy superelasticity degradation under constrained strain conditions
长期约束条件下TiNi合金超弹性衰减研究
15.
Application of Ray Tracing in the Calculation of Electromagnetic Wave Propagation Loss
蒸发波导条件下电磁波传播衰减的计算方法
16.
Simulating study on descent character of hot smoke under sprinkler spray and fire source with decreasing HRR
衰减火源条件下喷淋烟气沉降特性模拟研究
17.
A Long-time Strength Degradation Model for Timber Members Under Varying Hygrothermal Environments
温湿度变化环境下木构件长期强度衰减模型
18.
elastic limit, Yeung's module of elasticity to yield point
弹性限度、阳氏弹性系数及屈服点