等效原则的英文

• equivalence principle

• "等效"英文翻译    equivalent
• "原则"英文翻译    principle
• "结构浓度等效原则" 英文翻译 :    structure concentration equivalence principle
• "双方疏忽等效原则" 英文翻译 :    principle of negligence for both parties uto the moment of collision
• "等效原理" 英文翻译 :    equivalence principle; principle of equal effects; principle of equivalence; principle or equivalence
• "强等效原理" 英文翻译 :    strong equivalence principle
• "弱等效原理" 英文翻译 :    weak equivalence principle
• "实效原则" 英文翻译 :    effectiveness principle
• "光学等效原理" 英文翻译 :    principle of optical equivalence
• "时温等效原理" 英文翻译 :    time temperature equivalence principle
• "到达生效原则" 英文翻译 :    received the letter of acceptance
• "投邮生效原则" 英文翻译 :    mail-box rule
• "爱因斯坦等效原理" 英文翻译 :    einstein equivalence principle
• "等效" 英文翻译 :    [电学] equivalent
• "失效原因" 英文翻译 :    cause of failure; failure cause; source of failure
• "有效原子数" 英文翻译 :    effective atomic number
• "有效原子序" 英文翻译 :    effective atomic mumber; effective atomic number
• "原则" 英文翻译 :    principle 原则分歧 differences in principle; 原则上同意 agree in principle; 原则问题 a matter of principle; 原则性(的)错误 mistake in matters of principle; 基本原则 basic principle; axiom; 原则立场 principled stand; 原则上谅解 understanding on principles; 用原则作交易 barter away principles; trade in principles
• "有效原子半径" 英文翻译 :    effective atomic radius
• "有效原子电荷" 英文翻译 :    effective atomic charge
• "有效原子序数" 英文翻译 :    effective atomic number
• "有效原子质量" 英文翻译 :    effective atomic mass
• "有效原子序数法则" 英文翻译 :    effective atomic number rule
• "不等效" 英文翻译 :    inequivalence
• "等效 t 电路" 英文翻译 :    equivalent t circuit

• The combination formula for multidimensional response spectral approach is put forward and verified in terms of a concept of equivalent spectrum
  通过等效原则提出了多维反应谱组合公式，并验证了公式的有效性。
• In the forth part , using systemic method , the author analyzes principles of the sps agreement , including fundamental principles adopted in the world trade organization and special ones , called equivalence , harmonization , scientific evidence and precaution
  对协议的原则说法不一，笔者从系统论的角度，将协议的原则分为一般原则和特有原则，即世界贸易组织协议的法律原则和特有原则? ?等效原则、协调原则、科学证据原则和预防原则。
• To truly reflect complex geometrical layout of bolts , a composite model of three - dimension anchored rock mass has been proposed for numerical simulation . the corresponding formulation of anchored mass ' s combined units has been formed by displacement interpolation theory of fem and statical effective principle . and the corresponding detailed rules has also been advanced
  针对加锚岩体的数值模拟，为了真实反映各种锚固件的复杂几何布局，文中给出了三维加锚岩体的组合模型，利用有限元法中的位移插值理论和静力等效原则建立加锚岩体组合单元的相关列式，并提出相应的实施细则。
• According to the stress spectrum of weaking section in fatigue test and s - n curve of classic welding joint in this section , we establish a model of life calculating by the principle of fatigue damage equivalence , then we get the relationship between the cross sustaining device ' s actual utilizing life and the load recycle number in fatigue test
  根据疲劳薄弱部位在室内疲劳试验中的应力谱及该部位典型接头的s - n曲线，按照疲劳损伤等效原则建立交叉支撑装置的寿命预测模型，得到了交叉支撑装置实际运用寿命与室内疲劳试验加载循环次数的关系。
• When reinforced concrete upper structure - piled raft - subsoil system is studied , every part of this system is looked upon homogeneous discrete space . accofding to static equivalent principle , equivalent node loads are calculated , and load embattle is integrated with element equivalent node force and directly bearing load
  在分析时，本文将钢筋混凝土上部结构和地基、基础的研究问题视为各向同性空间问题，且按静力等效原则计算等效节点荷载，荷载列阵由单元等效结点力和直接作用于单元结点上结点荷载集成而得。
• Based on the tests of multi - ribbed composite wallboard , the characteristic of wallboard under different loading states have been analyzed in this paper , the corresponding mechanics computational models have been proposed , the multi - ribbed composite wallboards have been equivalent to uniform silicate wallboards , the practical calculated formulation on elastic - stiffness of multi - ribbed composite wallboard has been proposed , the calculation results accord ell with the tests results , so that the proposed formulation can be used in practice
  摘要在密肋复合墙板试验研究的基础上，分析了密肋复合墙板在不同受力状态下的受力特点，提出了相应的力学计算模型，并采用刚度等效原则将密肋复合墙板等效为均匀的硅酸盐板，建立了密肋复合墙板弹性刚度的实用计算公式，计算结果与实测结果符合较好。
• In this paper , the traffic surveys and analysis of typical heavy - load road were performed firstly ; also the characteristics of traffic , load and distribution of axle load were studied . the deficiencies in the calculation method of surface equivalent modulus of foundation in present specification of cement concrete pavements design for highway were analyzed . based on the elastic multi - layer theory and principles of displacement equivalence , and a great amount of computing data , a calculation method was established
  本文首先从典型重载交通道路的交通调查与分析入手,研究了重荷载交通道路的交通量、轴载分布及荷载特征,针对现行设计规范中关于基层顶面当量回弹模量值计算公式存在的不足,利用弹性层状体系理论,按照弯沉等效原则,通过大量的计算分析,回归出了精度较高、适用范围更广的基层顶面当量回弹模量计算公式。
• Based on the project imbrued especially by hunan province construction office , the study of this paper includes four parts as follows : the first part does some simplify on the characters of the rc material under high temperature . after transferring the rc section under fire to equivalent one at normal temperature based on the stiffness and intensity equivalent , the rc members under fire can be calculated as ones at normal temperature
  主要研究内容如下: ( 1 )基于刚度等效或强度等效原则,根据截面各点材料力学性能的退化,把受火钢筋混凝土非均匀截面等效成常温下的钢筋混凝土截面,使得高温下构件刚度和强度的计算可按常温下的计算理论进行。
• This paper deals with seismic response of a tunnel - soil system immersed tunnel ， as an underground structure ， must be compatible with the deformation of the surrounding soil thus the simplified model for a tunnel - soil system is established through two steps at the first step ， an mdof system is developed for modeling the foundation soil to this end ， dynamic behavior of the foundation soil is analyzed a typical section of the foundation soil simplified as a single mass - spring system on the basis of some equivalent criteria those mass are linked longitudinally by elastic springs to form an mdof system at the second step ， the tunnel is treated as a beam on elastic foundation ; that is ， the tunnel is connected with the soil massed to form a tunnel - soil system this model has been applied to the seismic analysis of huangsha fangcun immersed tunnel across the pearl river in guangzhou design recommendation is proposed on the basis of this analysis
  研究沉管隧道在地震条件下整体受力的分析方法分两步建立计算模型第一步通过分析场地地基土切片的动力特性，根据等效原则将其化为等效单质点体系，然后在纵向用等效弹簧连接而成为多质点体系的地基土计算模型；第二步将隧道看作弹性地基梁与上述多质点体系通过等效弹簧连结而得到土隧道体系的计算模型本文结合广州黄沙芳村珠江水下隧道工程实例建立了具体的计算模型并对多种不同的约束条件，进行了纵向与横向地震响应时程分析，为该隧道的抗震设计提供依据