s curve中文是什么意思

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中文翻译
造句

s 型曲线
s曲线
s型曲线

s the collar of S [SS, S ...
curve n. 1.曲线；弯曲；弯曲物。 2.曲线规 (＝Fren ...
a curve 拟合曲线
curve n. 1.曲线；弯曲；弯曲物。 2.曲线规 (＝French curve)；【机械工程】曲线板；【棒球】曲线球；【统计学】曲线图。 3.诈欺；〔美国〕使对方难应付的策略。 4.〔pl.〕 (圆)括号。 curve of beauty 曲线美。 vt. 弄弯；使弯曲。 vi. 成弯曲状；(依)曲线行进；呈曲线美。
on the curve 在弯道上
s-curve s型曲线; s形曲线; 曲线
s-curve s 形曲线
t curve t型曲线
t t t curve 等温转变曲线
t-s curve 温盐图解
curve-curve 曲线对曲线
create curve-curve 创建曲线
curve divide curve 用曲线分割曲线
curve learning practice curve 实践曲线
curve of error; error curve 错误曲线
curve of forgetting; forgetting curve 遗忘曲线
curve of improvement; improvement curve 进步曲线
curve of learning; learning curve 学习曲线
curve of memory; memory curve 记忆曲线
curve of practice; practice curve 练习曲线
curve of pursuit curve 追踪曲线
curve of turnout lead curve 导曲线
curve of work; work curve 工作曲线
curve-curve intersection point 曲线对曲线求交点
logistic curve sigmoid curve 推理曲线

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例句与用法

Then , based on the basic principle of expected utility theory , it introduces the determinate method of utility function and seeks the value of expected utility in the light of decision - maker ' s curve of utility function
接着，本文结合期望效用理论的基本原则，介绍了效用函数的确定方法，根据决策者的效用函数曲线求出其期望效用值。
In the analysis of this paper , tall frame is divided into space beam element , layered foundation is divided into finite layer , and the stiffness of a single pile is determined by q - s curve
本文分析时将空间框架离散为空间杆件单元，将成层地基离散为有限层元，采用q - s曲线确定单桩刚度，建立了考虑空间框架与桩基共同作用的有限元和有限层模型。
Single stiffness is presented through q - s curve , and the load of the top of pile is computed by circulating many times , so it can avoid man - made rectification . at the end of the paper , the application of the method is introduced on a project
通过单桩的荷载沉降曲线确定群桩中单桩的刚度，并可用逐次逼近的方法求解桩顶反力和基础沉降，避免了对刚度的非理性调整。
For the preparation of the real - time control of the 6 - prrs parallel robot , track planning is researched , including trapezoid planning and s curve planning . the harmony motion of six - axis is analyzed to get the movements of the slides
并对并联机器人的六轴协调运动进行了分析,得出了在这两种轨迹规划下的滑块运动曲线,为6 - prrs并联机器人运动的实时控制奠定了基础。
And the inverse u curve of the difference between two s curve , which represents the developed city and developing city , should be the urban governance criterion based on the s curve of urbanization endowed economic meaning
通过城市发展s曲线的推导，赋予其经济学内涵。并以s曲线为工具，系统地描述了城市发展的自组织过程。认为s曲线之差所形成的倒u型曲线可作为城市治理的判据。
The pressure - type anchor rods are designed by ourselves through study some reference documents . the p ~ s curves are gotten . loading transmission characteristics of pressure - type anchor and tensile - type anchor are compared through the study of pull - out tests of those two types
在参考文献的基础上自己设计制作了压力型锚杆杆体，在试验中得到了相关的p s曲线，比较了两种锚杆的荷载传递性状，探讨了影响压力型锚杆承载力的因素。
What ’ s more , it is effective way to study the negative friction , the side friction of pile - soil , because its o - cell can be placed any part of the pile . but self - balanced testing method is incapable of acquiring the conventional load - settlement curve , q - s curve , several transformation method have been developed
但是,自平衡试桩法不能直接得出传统的荷载? ?沉降关系,由此方法得到的两条q ~ s曲线,必须将其转换为传统加载的q ~ s曲线后才能分析试桩的沉降量。
The same type of cement - soil mixing pile with concrete core , concrete pile and cement - soil pile that means they have the same pile length and pile diameter is deeply analyzed by finite element program . we get the q - s curve , the axis force of pile body curve , the stress of pile curve and the side and the end sharing load ratio of the pile curve by finite element program . with the help of the finite element program , the paper finds the relations between the pile ' s parameter and its bearing capacity and load transferring properties
利用有限元计算分析了同比(桩长相同、桩径相同)水泥土组合桩、水泥土搅拌桩和混凝土钻孔灌注桩，得到了它们的荷载沉降曲线、桩身应力曲线、桩身轴力曲线、桩侧桩端分担荷载曲线等，通过这些曲线对它们的荷载传递规律以及变形特性进行了深入的分析。
Based on the theoretical solutions developed herein , not only q - s curve but also s - log ( t ) curve obtained from field static load test of pile can be simulated . this overcomes the shortcoming involved with available relevant theory for pile settlement that no time effect can be taken into consideration , and thus makes the theory for pile settlement more perfect
利用本文的理论解不但可以较好地模拟单桩在工作荷载下的q - s曲线，而且可以模拟单桩静载荷试验的s - logt曲线，从而克服了以往相关理论难以考虑单桩沉降的时间效应的不足，丰富和完善了单桩沉降计算理论。
In view of load transferring capability of rock - socketed piles , this paper compares rock - socketed piles with non - rock - socketed piles , analyzes influencing factors ( pilelengtru pile diameter pilemodulusx character of bearing stratuiru mud hull sediment of pile bottom and roughness ) on force character . with different load transferring functions , a set of analytical equation for single pile settlement calculation of rock - socketed piles are established : three stages of p - s curve from analytical equation are gained which are straight linex curve x straight line ; and relationship curves in different pile modulus and in different rock - socketed length
根据所选用的不同的荷载传递函数，导出了嵌岩桩单桩沉降计算的一种解析算法，分析得出嵌岩桩p ? s曲线按荷载变化分为直线?曲线?直线段三个阶段，不同桩身模量下承载力的变化曲线，桩身模量、桩端岩石强度是影响单桩承载力的重要因素，不同嵌岩深度下端阻比的变化曲线。