Chinese translation for "相对刚度"
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- relative stiffness
Related Translations:
塑性刚度矩阵: plastic stiffness matrix 相对利益: relative advantagerelative gain 相对生长率: relative growth ratergr 相对孔径: aperture ratiorelative aperturerelativeaperture 相对林地: relative forest landrelative forest soil 相对于: letter through the postrelative towith respect towithre ectto
- Example Sentences:
| 1. | Study on revising slab ' s moment influenced by beam - to - slab relative stiffness
梁板相对刚度对现浇板弯矩影响的修正研究 | | 2. | The effects of piles interval , embankment height , cap width , shear modulus of embankment fill , horizontal geotextile tensile strength and pile - subsoil stiffness ratio on pile efficacy , were also carried out
研究了桩间距、路堤高度、桩顶托板宽度、路堤填土剪切模量、水平加筋体拉伸强度及桩土相对刚度对桩体荷载分担比的影响。 | | 3. | The results show that pile efficacy is significantly affected by piles interval , embankment height , cap size and pile - subsoil stiffness ratio , while shear modulus of embankment fill has less effect and geotextile strength has a little effect
结果表明：桩间距、路堤高度、托板宽度及桩土相对刚度对桩体荷载分担比影响较大，路堤填土剪切模量的影响次之，而水平加筋体拉伸强度的影响很小。 | | 4. | First , the load effect influence factor to the steel truss transfer story , including temperature load effect and differential constrains at the truss end , relative stiffness change between the transfer story with its upper frame structure , and relative stiffness change between transfer story and its lower frame structure , is studied
首先，对钢桁架转换层的受力影响因素进行了研究。主要进行了温度作用与钢桁架端部支承约束方式对钢桁架受力影响的研究，转换层与上部结构相对刚度变化对钢桁架受力影响的研究，以及转换层与下部结构相对刚度变化对钢桁架受力影响的研究。 | | 5. | But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load . combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province , a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper . by this method , the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well
本文结合湖南省自然科学基金项目“桩基承台梁优化设计理论与方法研究” ，考虑梁下土体和基桩对承台梁的共同作用，提出了能对梁下地基反力进行自动调整的一种新型方法，其克服了文克尔地基模型所存在的缺陷，该法在调整过程中，充分考虑了梁下各土体弹簧之间的相对刚度，相对位置，更接近承台梁的实际工作情况，有利于获得承台梁内力的正确解答。 | | 6. | 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。 |
- Similar Words：
- "相对干扰效应" Chinese translation, "相对干涉作用" Chinese translation, "相对干物质生产力" Chinese translation, "相对肝浊音界" Chinese translation, "相对感受性" Chinese translation, "相对刚度比" Chinese translation, "相对刚性" Chinese translation, "相对高差" Chinese translation, "相对高程" Chinese translation, "相对高地斜率" Chinese translation
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