张拉控制应力的英文

• control stress for prestressing

• "张"英文翻译    fix; string
• "拉"英文翻译    cut; slash; slit
• "控制应力"英文翻译    proof stress
• "控制应力" 英文翻译 :    proof stress
• "应力控制张拉" 英文翻译 :    prestressing under stress control
• "双拉控制作用" 英文翻译 :    two-step action
• "通拉控制环路" 英文翻译 :    process-control loop
• "控制应用" 英文翻译 :    control application
• "张拉应力" 英文翻译 :    jacking stress
• "控制应用程序" 英文翻译 :    control application; controlling application program
• "实时控制应用" 英文翻译 :    real-time control application
• "预应力张拉台" 英文翻译 :    casting bed; prestressing bed; pretensioniogbed
• "橡胶制应力模型" 英文翻译 :    rubber stress model
• "电机与控制应用" 英文翻译 :    electric machines & control application
• "数据控制应用程序" 英文翻译 :    data control utility
• "通信控制应用程序" 英文翻译 :    cca communication control application program
• "系统与控制应用" 英文翻译 :    systems and control applications
• "李氏(预应力)张拉系统" 英文翻译 :    leonhardt system
• "现场预应力张拉" 英文翻译 :    job stretching; job tensioning
• "预应力梁张拉台" 英文翻译 :    beam bed
• "张拉区间粘着应力" 英文翻译 :    development bond stress
• "预加应力台 预应力张拉台" 英文翻译 :    prestressingbed
• "张拉" 英文翻译 :    drawing; electric-heat prestressing; jacking; tensioning
• "冷拉率控制张拉" 英文翻译 :    prestressing by cold-drawn rate
• "接入链路控制应用协议" 英文翻译 :    access link control application protocol

• ( 2 ) the crack load increases with the increase of the amount of the prestressing steel or the tensioning stress
  ( 2 )预应力筋用量的增加、张拉控制应力的增大使预应力框架梁、柱的开裂荷载提高。
• Influence of the amount of the prestressing steel and the tensioning stress to the crack load of the beam is greater than that to the crack of the column
  并且预应力筋的用量和张拉控制应力对梁开裂荷载的影响要比对柱开裂荷载的影响要大得多。
• Additionally , modal parameters are tested under different prestressed forces and during the course of the lose of prestressed forces . finally , different vibration conditions , such as different rigidity of the hammer and different forces , are also studied
  另外通过振动测试,对预应力梁在不同的张拉控制应力下、预应力损失过程、不同激励条件下构件的实测模态参数的变化规律进行了试验研究。
• The results indicate that the ratio of span to rise , the ratio of reinforcement and the stretching controlling stress are the three primary influencing factors to the failure pattern of the slab . in addition , the relationships between the ratio of deflection to span and the ratio of span to rise and the stretching controlling stress submit to linear curves , the relationship between the ratio of deflection to span and the ratio of reinforcement submits to a quadratic parabola curve
  运用数值分析程序计算了175组不同跨高比、配筋率、张拉控制应力的中强( 1270mpa )螺旋肋钢丝预应力空心板，结果表明跨高比、配筋率、张拉控制应力是影响空心板破坏形态的主要因素，且构件挠跨比与跨高比和张拉控制应力呈线性关系，与配筋率呈二次抛物线关系。
• Taking an ultimate deflection more than 1 / 50 of calculating span as the determinant term , by the means of numerical analysis and regress equation respectively , this paper discusses the reasonable stretching controlling stress of usual span and reinforcement slabs for design reference
  以极限挠度达到跨度的1 50作为延性破坏的判定指标，本文分别运用数值分析程序试算和回归方程得出了常用跨度、常用配筋的中强( 1270mpa )螺旋肋钢丝预应力混凝土空心板的张拉控制应力的取值，供设计参考。