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Home > chinese-english > "flexibility matrix" in English

English translation for "flexibility matrix"

挠度矩阵
柔度矩阵(结构分析)
柔性矩阵


Related Translations:
flexibility:  n.1.揉屈性,挠性,柔(韧)性。2.机动性,灵活性。3.弹性,塑性;(光的)折射性。
operational flexibility:  操作弹性运行灵活性
design flexibility:  设计弹性设计适应性
flexibility coefficient:  柔度系数
linear flexibility:  线挠度
flexibility ratio:  调速伸缩率灵活度
shear flexibility:  剪切挠性
wage flexibility:  工资伸缩性
wrist flexibility:  手腕的灵活性
vocal flexibility:  声音柔韧
Example Sentences:
1.It forms a flexibility matrix which, when inverted, gives (so*) .
当形成一个柔度矩阵求逆时,它给出(So)。
2.We should note that the elements of a flexibility matrix are not necessarily dimensionally homogeneous .
我们应该注意柔度矩阵中的诸元素不一定是量纲完全一样。
3.This means that a general element of the flexibility matrix is known as maxwell's reciprocal relation .
这意味着,对于柔度矩阵的一般元素是为众所周知的马克斯威尔互等关系。
4.The principle of superposition is often used as the main postulate, from which the reciprocal theorems and hence the symmetry of the flexibility matrices are proven .
叠加原理经常用来作为主要的假设,由此互等定理以及柔度矩阵的对称性得到证明。
5.Structural damage detection based on flexibility matrix method
基于柔度矩阵法的结构损伤识别
6.It forms a flexibility matrix which , when inverted , gives ( so )
当形成一个柔度矩阵求逆时,它给出( so ) 。
7.Damage identification method for cantilever flexible - shear building structure based on flexibility matrix
基于柔度阵的悬臂弯剪型建筑结构损伤识别方法
8.Consequently , on the basis of non - winkler foundation model , a finite - element method that utilizes foundation flexibility matrix into iterative calculation is proposed in this paper originated from the item " the optimal design theory and research of pile capping beam " sponsored by natural science fund of hunan province , which the continuity of soil mass can be accounted for under various boundary conditions , different loadings and irregular beam characters
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” ,针对非文克尔地基(半空间、线性变形层或单向压缩层地基模型等)上的桩基承台梁,提出一种利用地基柔度矩阵来进行迭代的有限单元法,可充分考虑梁下土体的连续性,并对基础与土体脱开、承台梁截面变化、梁体边界条件复杂、上部荷载类型变化以及梁下基桩承载力差异等情况进行分析计算。
9.With the shearing deformation theory and deductive theory , the calculational formulas of flexibility coefficient of the pile head can be obtained . the interaction of the soil elements is calculated according to the layered - soil model . consequently , approximate analytical formulas of the flexibility matrix of piles - soil system , which undertake the vertical loads , come out
采用剪切位移法,利用递推原理导出桩顶柔度系数的计算公式;采用分层地基模型计算土体单元之间的相互作用,从而获得承担竖向荷载桩土支撑体系的柔度矩阵近似解析公式,进而得到桩土支撑体系刚度矩阵。
10.Based on structural dynamics , different damage diagnosis index , such as modal frequency variety , modal assurance criterion , co - ordinate modal assurance criterion , modal strain energy , remains force vector , modal strain , rigidity change , flexibility matrix , modal curvature and so on , are studied in this thesis
基于结构动力学理论,本文论述多种损伤识别指标的基本原理和计算方法,主要包括:固有频率变化率、模态置信因子、改进的模态置信因子、模态应变能、残余力向量、应变模态、刚度变化、柔度矩阵、曲率模态等。
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