相对刚度比的英文
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"相对刚度比"怎么读用"相对刚度比"造句
英文翻译手机版
- relative stiffness ratio
- "相对"英文翻译 opposite; face to face
- "刚度"英文翻译 rigidity; stiffness; inflexi ...
- "比"英文翻译 2
- "相对刚度" 英文翻译 : relative stiffness
- "底部钻具组合的相对刚度" 英文翻译 : bha's relative rigidity
- "刚度比" 英文翻译 : ratio of rigidity; stiffness ratio
- "相对刚性" 英文翻译 : relative rigidity; relative stiffness
- "等效刚度比" 英文翻译 : equivalent rigidity ration
- "动刚度比" 英文翻译 : dynamic stiffenss ratio; dynamic stiffness ratio
- "强度刚度比" 英文翻译 : strength to rigidity ratio
- "相对幅度比" 英文翻译 : relative amplitude ratio
- "相对劲度比" 英文翻译 : relative stiffness ratio
- "相对流度比" 英文翻译 : relative mobility ratio
- "相对强度比" 英文翻译 : relative intensity ratio
- "刚度" 英文翻译 : [物理学] rigidity; stiffness; inflexibility; severity
- "度比" 英文翻译 : roundness
- "铁拳对刚拳" 英文翻译 : rokudenashi blues (5-7,10-20ic)
- "相对" 英文翻译 : 1.(面对面) opposite; face to face 相对而坐 sit opposite [facing] each other; sit face to face2.(非绝对的) relative 相对真理 relative truth3.(比较的) relatively; comparatively 相对地说 comparatively speaking; 相对稳定 relatively stable; 他的智力相对地比他哥哥强。 his intelligence is comparatively favourable with that of his brother.; 相对高度 relative altitude; relative height; 相对价格 relative price; 相对孔径 relative aperture; 相对密度 relative density; 相对剩余 relative surplus; 相对湿度 relative humidity (rh); 相对速度 [物理学] relative speed; relative velocity; 相对误差 [数学] relative error; proportional error; 相对运动 [物理学] relative motion; 相对真理 [哲学] relative truth; 相对值 relative magnitude; relative quantity; relative value; 相对主义 [哲学] relativism
- "板刚度" 英文翻译 : panel stiffness
- "比刚度" 英文翻译 : modulus-to-density ratio; specific stiffness
- "磁刚度" 英文翻译 : magnetic rigidity
- "动刚度" 英文翻译 : dynamic stiffnesss of the moving element suspension
- "负刚度" 英文翻译 : negative rigidity; negative stiffness
- "刚度;劲度" 英文翻译 : stiffness
- "刚度法" 英文翻译 : stiffne method; stiffness method
例句与用法
- When the frequency approaches zero , the factor approaches zero correspondingly ; 2 ) the amplitude of interaction factors changes with the incident angle of rayleigh waves and reaches maximum when is zero . moreover , with the increase of , the wave period shortens apparently ; ( 3 ) the amplitude of interaction factors decreases as the pile spacing increases and approaches to zero when the pile spacing is 15 ; 4 ) the amplitudes of interaction factors increase clearly with the increasing stiffness ratio of pile to soil ; 5 ) the lat eral seismic response of fixed - head pile groups is much smaller than that of free - head pile groups . moreover , the pile - group effects induced by rayleigh waves can be neglected ; 6 ) the lateral seismic response of piles at different location differs from each other
得到了以下结论: 1 )桩的相互作用因子随频率呈周期性变化,在振动频率比较低的情况下,桩的横向相互作用因子也较低,当频率趋近于零时,相互作用因子也趋近于零; 2 )桩的相互作用因子的幅值随瑞利波入射角度的变化而变化,在= 0情况下幅值最大,且随入射角度的增加,波动的周期明显缩短; 3 )桩的相互作用因子的幅值随着桩与桩间距的增加而减小,至s d = 15时,桩的相互作用因子基本趋近于0 ; 4 )在频率比较低时,相互作用因子幅值随桩土相对刚度比的增加而显著增加; 5 )桩顶固接可以有效地降低群桩的横向地震响应幅值,由瑞利波产生的群桩效应可以忽略不计; 6 )群桩中不同桩位的桩的横向地震响应是不同的,每根桩所在的桩位对其横向地震响应有很大的影响;刀桩数的增加并不能减小桩的横向动力响应。
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