力比例的英文

• force ratio
• ratio, force

• "比例"英文翻译    scale; scaling
• "动力比例模型" 英文翻译 :    dynamic model
• "接头拉力比例" 英文翻译 :    knoten-zugverhltnis knotted tensile ratio
• "压力比例调节阀" 英文翻译 :    pressure ratio regulating valve
• "压力比例混合器" 英文翻译 :    pressure proportioning tank
• "应变应力比例定律" 英文翻译 :    law of proportionality of strain to stress
• "力比" 英文翻译 :    force rate; force ratio
• "回力比" 英文翻译 :    boost ratio
• "肌力比" 英文翻译 :    specific muscle strength
• "加力比" 英文翻译 :    augmented thrust ratio
• "力比多" 英文翻译 :    libido
• "水力比" 英文翻译 :    hydraulic ratio
• "推力比" 英文翻译 :    thrust ratio
• "压力比" 英文翻译 :    epr; pre ure ratio,; pressure ratio,
• "应力比" 英文翻译 :    stress ratio
• "粘力比" 英文翻译 :    adhesion ratio
• "枝力比" 英文翻译 :    principal stress ratio
• "腓力比" 英文翻译 :    philippi
• "铳力比" 英文翻译 :    punch force ratio
• "比例" 英文翻译 :    1.(长度上缩小和放大的倍数) scale; scaling 比例是用一时代表一哩。the scale is an inch to the mile.2.(比率) proportion; ratio; proportionality 正比例 direct ratio [proportion]; 反比例 inverse [reverse] proportion; 常比例 constant ratio; 按调整后的比例 in adjusted proportions; 按比例发展 develop in proportion
• "储油浮力比" 英文翻译 :    reserve buoyance ratio
• "等温压力比" 英文翻译 :    isothermal pressure ratio
• "动力比拟" 英文翻译 :    dynamic similarity
• "动力比速" 英文翻译 :    dynamic ecific eed; dynamic specific speed
• "工作压力比" 英文翻译 :    operating pressure ratio

• The foundation engineering is typical in both excavation depth and scale , on the basis of in - situ investigation , the design optimistic of retaining wall was discussioned in this paper , the mian reseaches including : the using of fem optimazition methods of rods system ; the delvopment of programs for optimazition of imbedding depth of structure based on matlab and for whole design optimaziton of the retaining structures based on ansys , under the two controlling factors of the saft coefficient and the reliability probability about the whole damage of retaining atructure ; the analysis on the m index of soil , the depth of retaining structures imbedded in the rock and the overall optimistic design of retaining structures
  该基础工程不论在开挖深度还是规模上都很具有代表性。作者在现场调研的基础上，探讨了基坑支护结构设计优化问题。主要研究内容可以归纳为：应用基于m法的弹性地基梁杆系有限元方法；在围护结构整体稳定性安全系数与可靠性破坏概率两种控制因素下，编写了嵌岩深度优化的matlab程序与围护结构整体设计优化的ansys批处理程序；进行了地层抗力比例系数反算、地下连续墙嵌岩深度优化与地下连续墙结构体系整体设计优化。