elastic mass中文是什么意思

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中文翻译
造句

弹性体

elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的 ...
mass n. 1.块，堆，团。 2.群众，集团；〔the mas ...
idealized elastic continual mass 理想弹性性连续土体
mass-elastic characteristics 质量弹性特性
elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的。 3.机变的，轻快的。 an elastic body 弹性体。 elastic braces 松紧吊裤带。 elastic force 弹力。 an elastic principle 灵活性的原则。 elastic ribbon 松紧带。 an elastic temperament 开朗的性格。 n. 橡皮线，松紧带，橡皮圈。 adv. -ally
a mass of 大量的
be a mass of 遍布着
by mass 以质量计
in the mass 总体上,一般地; 总体上,整个儿地; 总体上，整个儿地
mass n. 弥撒；弥撒的仪式[祷告、音乐]；弥撒曲。 a high [solemn] Mass (有烧香、奏乐等的)大弥撒。 a low [private] Mass (无烧香、奏乐的)小弥撒。 by the Mass 一定，的确。 say [read] Mass 作弥撒，念经。 n. 1.块，堆，团。 2.群众，集团；〔the masses〕群众；民众。 3.大量；大宗；众多；〔the mass〕大部分，大半；主体；总体。 4.【物理学】质量。 5.【军事】集团纵队，密集队形。 6.【矿物】体。 a mass of earth 一大块泥土。 a mass of letters 一大堆信件。 The masses have boundless creative power. 人民群众有无限的创造力。 a mass of manoeuvre 实施机动集团。 proper mass 静质量。 the masses 群众，大众。 be mass of 一团…，全身…，遍体…(He is a mass of bruises. 他遍体鳞伤)。 from the masses, to the masses 从群众中来，到群众中去。 in the mass 整个儿地；总体上，合计。 the (great) mass of... …的大部分。 to be at one with the masses 同群众打成一片。 vt. 使成一团；集中(力量等)；【军事】使密集。 vi. 集中，聚集。 massed body 【军事】密集部队。 massed formation 【军事】密集队形。 mass action 【物理学】质量作用；浓度作用。
mass of π-meson π介子的质量
the mass 第一装甲师军歌; 弥撒
the mass of 大多数,大部分; 大多数，大部分
elastic elastic cartilage 弹性纤维软骨
collision, elastic 弹性碰撞
completely elastic 离想弹性的; 完善弹性的
constant, elastic 弹性常数
elastic absorption 弹性吸收
elastic abutment 弹性供座; 弹性拱座
elastic aftereffect 弹性后效
elastic afterworking 弹性后效; 弹性馀效
elastic airscrew 弹性螺旋桨
elastic analogy 弹性模拟
elastic analysis 弹性分析
elastic anisotropy 弹性蛤异性; 弹性各向同性; 弹性各向异性

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例句与用法

Of all the integral stability evaluation methods , the finite element method ( fem ) is adapted to homogenous , isotropic linear elastic mass which has small deformation . in application , fem neglects various structure faces which control integral stability of rock slopes
在现有的岩质边坡整体稳定性评价方法中，有限元数值模拟( fem )适合于均质、各向同性、小变形的线弹性体，在应用中，没有考虑到对岩质边坡的整体稳定性起控制作用的各种结构面。
In this thesis , studies are focused on as follows : ( 1 ) based on analyzing the general transfer - matrix , the conception of the generalized double layer soil model is proposed , and the transfer - matrix ( r ) of half - infinite elastic mass is introduce - d to the analytic expressions of stress and settlement under the uniform circular , rectangular and strip vertical loads in multi - layered soil ; ( 2 ) according to the analytic expressions of the additional stress and settlement under unifo - rm circular in multi - layered soil , rectangular and strip vertical loads , the programs are develop - ed to resolve and debugged . the results show that the programs are correct ; ( 3 ) through calculating the coefficient of additional stress on the central axis of uniform circ - ular vertical loads , under the corner point of the uniform rectangular vertical loads , and on the central axis of uniform strip vertical loads , and the settlement on the center of uniform circular vertical loads and uniform rectangular loads in double - layered soil , the characters of stress and settlement are discussed ; ( 4 ) a case , as an example , is studied with different calculation methods , such as traditional theory , fem . the results obtained are compared
本文在已有研究成果的基础上进一步开展了以下几方面的研究： ( 1 )在对层状地基传递矩阵法中的总传递矩阵分析的基础上，提出了广义双层地基模型的概念，并把半无限体的传递矩阵r引入到多层地基在圆形垂直均布荷载、矩形垂直均布荷载及条形垂直均布荷载作用下附加应力与沉降的解析式中； ( 2 )根据多层地基在圆形荷载、矩形垂直均布荷载及条形垂直均布荷载作用下附加应力与沉降的解析式，编制了程序，调试通过并验证了其正确性； ( 3 )通过对双层地基圆形垂直均布荷载中心轴线上的附加应力系数和荷载中心沉降，矩形垂直均布荷载角点下的附加应力系数和荷载角点沉降及条形垂直均布荷载中心轴线上的附加应力系数进行的计算，探讨了双层地基中的附加应力与沉降特性； ( 4 )应用本文的层状地基体系理论对一个工程实例进行了计算分析，并与传统的计算方法的计算结果和有限单元方法的计算结果进行了对比分析，结果表明利用层状地基理论计算更能反映地基中附加应力分布的实际情况。
The rule of settlement and pore stress is educed too . then it is compared with the case which is found in site . finally , the paper studies the computing method of pile to soil stress ratio of rigid pile composite foundation with cuhion , and these conditions are thought that the top of pile pierce into cushion and the bottom of pile pierce into underlayer . lt is assumed that the cushion is ideal elastic mass and ideal elastic - plastic mass , then the formula is developed and all parameters " effects to stress ratio of pile to soil are discussed
最后，推导出了带垫层的刚性桩复合地基桩土应力比的计算公式，这个公式将垫层分为弹性体和理想弹塑性体两种情况分别进行推导，考虑刚性桩刺入垫层和下卧层的情况，并对公式进行了分析，得出了在刚性桩复合地基中桩土应力比随着垫层模量和桩模量的增大而增大，但都有一极限值，随桩间土模量的增大而减小，也有一极限值。