强度储备的英文

• margin of safety
• strength margin
• strength reserve

• "强度"英文翻译    intensity; strength; magnitu ...
• "储备"英文翻译    store for future use; lay in ...
• "强度储备系数" 英文翻译 :    reserve factor
• "超强度储备设计" 英文翻译 :    overdesign
• "过度储备" 英文翻译 :    overstock
• "精度储备" 英文翻译 :    precision reserve
• "速度储备" 英文翻译 :    speed margin
• "速度储备量" 英文翻译 :    speed margin
• "印度储备银行" 英文翻译 :    indian reserve bank; reserve bank of india
• "终极限度储备" 英文翻译 :    flr final limit reserve
• "储备强度" 英文翻译 :    reserve strength
• "安全系数；安全限制；强度储蓄；安全度" 英文翻译 :    margin of safety
• "储备" 英文翻译 :    1.(储存备用) store for future use; lay in; lay up 储备过冬饲料 lay up fodder for the winter; 储备粮食 store up grain; build up supplies of grain2.(储藏品) reserve; store 黄金储备 gold reserve; 外汇储备 foreign exchange reserve; 储备原料 have raw materials in store
• "高密度储存" 英文翻译 :    high-density storage
• "过度储蓄" 英文翻译 :    over saving
• "最适度储蓄" 英文翻译 :    optimal savings
• "高闭合度储层" 英文翻译 :    high relief reservoir
• "年度储量审查" 英文翻译 :    annual reserve hearing
• "印度储蓄银行" 英文翻译 :    reserve bank of india
• "强度" 英文翻译 :    intensity; strength; magnitude; stringency; strike; avidity 辐射强度 radiation intensity; 抗震强度 shock strength; 劳动强度 the intensity of labour; 工作强度 working strength; 抗拉强度 tensile strength
• "高闭合度储集层" 英文翻译 :    high closure reservoir
• "高闭合度储油层" 英文翻译 :    high-relief reservoir
• "保留，储备" 英文翻译 :    reserve
• "边缘；储备" 英文翻译 :    margin
• "储备,保留" 英文翻译 :    reserve

• Equivalent finite element stresses and safety of arch dams under triaxial stresses
  拱坝的有限元等效应力及复杂应力下的强度储备
• The result shows the maximal stress value in original design is much less than the breaking point of aluminum alloy , which make material wasted . so it is necessary to optimize structure of road wheel
  结果表明：最大应力值远小于铝合金车轮的强度极限，强度储备很大，造成了材料的浪费，存在着进一步优化的必要。
• The result shows the maximal stress value in original design is much less than the breaking point of aluminum alloy , which make material wasted . so it is necessary to optimize structure of road wheel
  计算结果表明：最大应力值远小于铝合金车轮的需用盈利，强度储备很大，造成了材料的浪费，存在着进一步优化的潜力和必要。
• Several ways of stability appraisal exist : ( a ) reduce shear strength method ; its reduces shear strength parameters ( c and ) of the materials ( b ) overload method , it increases all loads gradually from minimum to maximum level as times progresses until failure occurs
  稳定分析时采用： ( a )强度储备法，即等倍数地降低材料的强度参数( c和) ； ( b )超载法，即等倍数地将荷载由小到大逐步增加，直到破坏产生。
• This is because that the perfect construction design is closely neted the true strength store of the ship girders . however , in order to understand the actual strength store of ship hull girders , we must have a right assessment of the ultimate strength of ship hull girders
  这是因为完善的结构设计是与船体梁的真实强度储备紧密地联系在一起的。而要了解船体梁实际的强度储备就必须对船体梁的极限强度有一个正确的分析和评估。
• The modal analysis result shows that the vertical and horizontal frequencies of dps undeployed are high enough and suffice the dynamic stiffness requested for launching . but the large spread length and light weight effect the low frequency of dbs deployed , so considerations should be taken to the effects of other systems of the satellite . the static analysis result shows that the displacements of the dbs are small under the joint affect of vertical and horizontal loads , and stresses are low , so the stiffness and intensity are good enough
  模态分析结果表明伸杆收拢状态的轴向和横向频率都比较高，可满足发射升空时的动刚度要求；静力分析结果表明伸杆结构在卫星处于发射段和上升段时，在轴向和横向过载联合作用下变形均较小，刚度足够；其应力水平亦较低，强度储备较大。
• On the basis of investigations into the progressive yield process and the possible failure modes of rcc gravity dams , the quasi - elasticity design limit state of the ctrtical stability criterion is proposed and the real working state of the dams designed according to the ctriterion is discussed . a check formula using the material strength reducing factor as the safety index and a simplified formula similar to against sliding stability fromula are derived . finally , the corresponding design safety factors are given by using fem calculations with various influence parameters to be taken into account
  本文在研究碾压混凝土重力坝渐进破坏过程和可能失稳方式的基础上，提出了以准弹性临界作为稳定临界准则的设计极限状态，分析了按该准则设计的大坝的实际工作状态，导出了以准弹性强度储备系数为设计安全指标的审查公式以及形式与抗剪断公式相同的简化公式，探讨了定量计算考虑各种因素影响的相应设计安全系数的合理取值，并与现行规范方法进行了比较