1.
Establishment and analysis of equivalent stress-equivalent strain curves of sheet metal
板材等效应力-等效应变曲线的建立及分析
2.
Study on Equivalent Stress-Strain Relationship of Steel Tube of Square Concrete-Filled Steel Tube
方钢管混凝土柱钢管等效应力—应变关系研究
3.
3-D finite element equivalent stress application in arch dam and comparative analysis
拱坝三维有限元等效应力应用及对比分析
4.
A practical model of equivalent stress range calculation under broad band random loading
宽带随机谱下一种实用的等效应力计算模型
5.
Study on equivalent stress calculation of changtong double arced dam with finite element method
长垌双曲拱坝有限元等效应力计算研究
6.
The Applicability Research into the Finite Element Equivalent Stress Method for Stress Analysis of High Arch Dam;
有限元等效应力法在高拱坝应力分析中的适用性研究
7.
Research on Time-Temperature-Stress Superposition Principle of PMMA's Crazing Damage;
PMMA银纹损伤时—温—应力等效研究
8.
Research on Equivalent Stress Properties of Water-Sensitive Loess during Moistening;
水敏性黄土增湿的应力等效特性研究
9.
Equivalent Loads Analysis on Post-tensioned Prestressed Concrete Structure;
后张预应力混凝土结构等效荷载分析
10.
Study on Calculation and Application of Equivalent Nodal Force in Flac3D Element
Flac3D单元等效结点力的计算与应用研究
11.
Research on the Gravity Gradient in the Weak Equivalence Principle Based on the Torsion Pendulum;
扭秤弱等效原理实验中的引力梯度效应研究
12.
Hybrid Analysis Model for Coupled Seepage and Stress Fields in Rock Mass of Equivalent Continuum
等效连续岩体的渗流应力耦合模型研究及应用
13.
Equal in force, power, effectiveness, or significance.
相等的力量、能力、效力、或重要性等相等
14.
FE equivalent dynamic stress analysis based onresponse spectrum method for gravity dams
基于反应谱法的重力坝有限元等效动应力响应分析
15.
Giant Piezomagnetism and Piezoimpedance Effects in MnZn Ferrite Device under Hydrostatic Pressure
等静压力下MnZn铁氧体的压磁导效应和压阻抗效应
16.
This contract is executed in three counterparts, all of which are considered as originals and of the same effect.
本合同一式三份,均应视为原件,具有同等效力.
17.
The membrane structure is first discreted into the cable-net structure according to the method of stress equivalence.
采用应力等效方法,将膜面离散成索网进行研究.
18.
Research on Equivalent Elements for Reinfoced Concrete Briges;
预应力钢筋混凝土桥梁等效单元的研究