滑移应变的英文

• glide strain
• slip strain

• "滑移"英文翻译    drift; slippage; glide; slid ...
• "应变"英文翻译    meet an emergency
• "应变滑移" 英文翻译 :    strain slip
• "滑移" 英文翻译 :    drift; slippage; glide; slide; slip
• "【物理学】位移应力。" 英文翻译 :    displacement stress
• "位移应力范围" 英文翻译 :    displacement stress range
• "转移应力地区" 英文翻译 :    region of transitional stress
• "应变" 英文翻译 :    1.(应付突然发生的事情) meet an emergency 随机应变 adjust to changing circumstances; act according to circumstances; 有应变之才 rise to the emergency; 教他们如何应变 teach them how to act in emergency2.[物理学] strain; 应变措施 emergency measure; 应变计 strain gauge; strainometer; strainmeter; extensometer
• "侧滑移" 英文翻译 :    side slip
• "纯滑移" 英文翻译 :    pure slip; simple slip; single slip
• "粗滑移" 英文翻译 :    coarse slip
• "单滑移" 英文翻译 :    simple slip; single slip
• "多滑移" 英文翻译 :    multiple slip
• "复滑移" 英文翻译 :    complex slip; multiple glide; multiple slip; polyslip
• "滑行，滑移" 英文翻译 :    gliding
• "滑移，拖板" 英文翻译 :    slide
• "滑移崩" 英文翻译 :    slip avalanches
• "滑移泵" 英文翻译 :    skid mounted pump
• "滑移比" 英文翻译 :    slip ratio
• "滑移层" 英文翻译 :    glide lamella
• "滑移带" 英文翻译 :    slip band
• "滑移点" 英文翻译 :    scouring point
• "滑移度" 英文翻译 :    degree of slip
• "滑移核" 英文翻译 :    nucleus of slip
• "滑移件" 英文翻译 :    sliding component

• According to the basic concept of the slip , it sets up the function of the slip strain by " mixed method " , the slip function can be got by integrating the slip strain function
  假设钢梁和混凝土板为理想弹性体，连接件完全塑性，根据滑移应变的基本概念，采用“混合法”建立滑移应变的微分方程，积分后得滑移方程。
• To these problems , this paper researchs on the slip property of the simply supported composite beams of steel and concrete with partial shear connection , based on the concepts of the slip strain and the slip
  针对上述问题，本文从滑移应变和滑移的基本概念入手，对部分剪力连接简支组合梁的滑移性能进行了系统分析。
• Though investigation , it puts forward the formulas to slip strain and slip of the simply supported composite beams , establishs formulas of the carrying capacity , curvature and deflection to composite beams with partial shear connection , finds out relationships between shear connection degree coefficient and them . it can develop benefit of technology and economics in design to adjust the shear connection degree
  通过理论分析，本文提出了简支组合梁滑移应变、滑移的计算公式；推导了简文组合梁考虑滑移效应的承载力、曲率和变形的计算公式；得出了它们与剪力连接程度系数的关系，通过调整剪力连接程度可以提高组合梁设计的技术经济效益。
• Based on the reasonable model of bond - slip , theoretical calculating about slip and slip strain was done . and then the influence of it between steel shape flange and concrete on stiffness deflection of eccentric loading columns was conducted and a simple calculating formula about stiffness of eccentric loading columns was built
  在建立合理的粘结滑移模型的基础上，对型钢与混凝土的滑移，及滑移应变进行了理西安建筑科技大学博士学位论文论计算，并进一步推导出型钢与混凝土的滑移效应对偏压柱刚度、变形的影响程度，建立了简化的偏压柱刚度计算公式。
• By conducting the degree of influence of slip strain on average strain of a member section , some parameters of corrected even section were accurately calculated , which made the corrected even section more reasonable . and then a calculating model of bearing capacity for eccentric loading columns was proposed by using limit balance equations
  通过推导滑移应变对构件截面平均应变的影响，准确确定出修正平截面中的一些参数，使修正平截面更趋合理性，再利用极限平衡方程，建立了src偏压柱受压承载力计算模型。