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Chinese translation for "rigidity coefficient"

刚度系数
刚性系数


Related Translations:
rigidity:  n.1.坚硬,强直;僵硬;【物理学】刚性,刚度。2.刚直;顽固,强硬。3.严格,严厉,严峻,严肃;严密,精密。
rigidity computation:  刚度计算
negative rigidity:  负刚度
rigidity wall:  壁僵硬
extrapyramidal rigidity:  锥体束外性强直
torsional rigidity:  抗扭刚度抗扭刚性扭距刚度扭转刚度
insufficient rigidity:  强度不够
strain rigidity:  应变刚度
bodily rigidity:  身体强直
gyroscope rigidity:  陀螺定轴性
Example Sentences:
1.Optimization design was carried out on the rigidity coefficient of its key component - torsional spring by means of adams software
利用adams软件对其关键部件扭转弹簧的刚度系数进行了优化设计。
2.The deformation of the waffle slab can be calcu1ated by using the tab1es of two - - way so1id s1ab . but with a changing flexural rigidity coefficient , which was very c1ose to the test va1ue in the uncracked and cracked stages
根据试验结果,用极限平衡法可以便捷和较为准确地求得双向密肋楼盖的极限平衡荷载;提出了利用双向板表格计算双向密肋楼盖的变形。
3.If we can accurately ensure the rigidity coefficient , the result of mathematic analysis method can approach the fact accurately by applying contact mechanics theory , we can deal with the lining and lining as contact problem of two bodies . using pretension bolted solid finite element simulate bolt at linings . thus not only considers perpendicular rigidity but also considers the tangent contact rigidity
( 4 )通过运用接触力学的理论,将管片与管片的接头抽象成为两个体与体的接触问题,在管片处的螺栓采用有限元中的实体螺栓预紧单元进行模拟,这样不但考虑了管片与管片处的法向刚度接触而且考虑了管片与管片间的切向接触刚度。
4.Using mathematic analysis method analyses the different tie - in " computation mode of fabricated lining railway tunnel . the thesis studies the contents as follows : amended rigidity method can simulate the mechanism by changing the rigidity coefficient , but it is difficult to choose the rigidity coefficients
本文用数值分析的手段,对装配式衬砌不同的接头计算模式分别进行了有限元分析,主要内容如下: ( 1 )修正刚度法可以通过改变管片接头处的刚度折减系数来很好的模拟接头的受力机理,但是刚度折减系数的选择无疑是很难的。
5.In this paper , based on the characteristics of force and deformation of pars , the time - variation of the elastic coefficient of fulcrum in the calculation model of pars is analyzed and studied ; and the lessening of rigidity coefficient of elastic fulcrum , which is caused by the continual bottom soil resilience beside the piles and the increase of excavation depths during different steps , is discussed
摘要根据桩锚支护结构的受力和变形特点,研究分析了桩锚支护结构计算模型中支点弹性刚度系数的动态时变性;讨论了随桩内侧坑底土的持续反弹以及不同工况下随著基坑开挖深度的逐渐增大,进而导致弹性支撑刚度系数的减小的变化规律。
Similar Words:
"rigiditas" Chinese translation, "rigiditas articulorum" Chinese translation, "rigidity" Chinese translation, "rigidity agent" Chinese translation, "rigidity and fullness of lower abdomen" Chinese translation, "rigidity computation" Chinese translation, "rigidity condition" Chinese translation, "rigidity criterion" Chinese translation, "rigidity factor" Chinese translation, "rigidity gear" Chinese translation