无应力的英文

• a ence of stre
• unstressing

• "无"英文翻译    not have; there is not; be w ...
• "应力"英文翻译    stress; strain; tension; cha ...
• "无应力变形" 英文翻译 :    stre le deformation; stressless deformation
• "无应力表" 英文翻译 :    no-stress meter
• "无应力单晶" 英文翻译 :    strain-free single crystal
• "无应力的" 英文翻译 :    stre free; stre le; stress free; stressless; u tre ed; unstressed
• "无应力计" 英文翻译 :    stress-free strain meter
• "无应力加热" 英文翻译 :    stress free heating
• "无应力件" 英文翻译 :    unstrained member
• "无应力退火" 英文翻译 :    stress free annealing
• "无应力完井" 英文翻译 :    stress-free completion
• "无应力线圈" 英文翻译 :    stress free coil
• "无应力状态" 英文翻译 :    u tre state; unstress state
• "构架的无应力杆件" 英文翻译 :    unstressed member
• "无应,无应候" 英文翻译 :    accompanied furuncle
• "无应变" 英文翻译 :    strain-free
• "无应答" 英文翻译 :    noreply
• "对方无应答" 英文翻译 :    no answer
• "无响应, 无应答" 英文翻译 :    no-response
• "无应变层位" 英文翻译 :    level of no strain
• "无应变的" 英文翻译 :    strain free; strainless; unstrained
• "无应变点阵" 英文翻译 :    strain free lattice
• "无应变粉未" 英文翻译 :    strain free powder
• "无应变核" 英文翻译 :    strain-free nucleus
• "无应变晶格" 英文翻译 :    strain-free lattice

• We begin by considering a spherical element in an unstressed body .
  现在从考察一无应力物体中的圆球形单元体开始讨论。
• This setup, known as a conoscope, is shown in figure 14. 2 and consists of two stress-free plano-convex lenses a and b .
  此装置称为锥光镜，如图142所示，它由A和B两个无应力平凸透镜组成。
• This setup, known as a conoscope, is shown in figure 14. 2 and consists of two stress-free plane-convex lenses a and b and a diaphragm c having a small aperture .
  此装置称为锥光镜，如图142所示，它由A和B两个无应力平凸透镜和一个带小孔的光阑C组成。
• This setup , known as a conoscope , is shown in figure 14 . 2 and consists of two stress - free plano - convex lenses a and b
  此装置称为锥光镜，如图14 2所示，它由a和b两个无应力平凸透镜组成。
• This setup , known as a conoscope , is shown in figure 14 . 2 and consists of two stress - free plane - convex lenses a and b and a diaphragm c having a small aperture
  此装置称为锥光镜，如图14 2所示，它由a和b两个无应力平凸透镜和一个带小孔的光阑c组成。
• Abstract : the alternate calculation method of constant cable - length in non - stress for the structural analysis of suspension bridge in construction is introduced in this paper
  文摘:笔者在文中主要介绍了恒定无应力索长迭代法在悬索桥施工控制分析中的应用
• Using these approaches , diffusion coefficients were obtained for the first time for complexes under tensile stress condition and no stress condition respectively
  用这些计算方法，首次从实验上求得了空位与溶质原子复合体分别在低张应力状态和无应力状态下的扩散系数。
• Calculating adopts the way of finite unit spot parameter by using the character of dispersion . thus , it can get the similar answer of stress , stress strain and displacement . supervising uses strainmeters , non - stressmeters and tiltmeters , which are buried in the concrete wall to supervise the stress , tress strain , displacement during period of working and makes the forecast
  计算采用有限元法将混凝土防渗墙利用离散化变为有限单元节点参数，从而得到应力、应变、位移的近似解；监测采用应变计、无应力计及测斜仪现场埋设在砼墙体内对混凝土防渗墙在施工期及运行过程中进行监测其应力、应变、位移，从而作出预报。
• Through the calculating example results and the comparisons with other calculating theories , it is proved that the calculating formulas of the combined geometry curve theory is valid , practical and accurate . it can be used in the calculation of line shape at the preliminary design , and can meet the engineering need . ( 3 ) this thesis researches systemically on the calculating theory of the suspension bridge ’ s cable system , including calculating design line shape and internal force , erection line shape of cable and pre - displacement of saddle without loads , the fixed position for erecting cable and amendatory method of cable ’ s unstressed length
  通过算例验证了混合线形理论公式的实用性和正确性,并且与其它计算理论的结果比较,证明公式有足够的精度,可用做初步设计中主缆线形的计算,能够满足工程的需要; ( 3 )对自锚式悬索桥主缆系统计算理论进行了系统研究,包括成桥线形和内力计算、空缆线形和内力计算、鞍座预偏量计算、索夹安装位置计算和索鞍处主缆无应力长度修正方法。
• A new method , which is based on the force equilibrium condition and the geometrical compatibility condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the validity of the proposed method
  根据索的力的平衡条件及变形相容条件，由缆索无应力长度不变的原则来建立缆索状态方程，提出了悬索桥主缆空缆状态线形分析的一种新方法.以虎门悬索桥为例对该方法的正确性和适用性进行验证，可供桥梁工程技术人员设计参考