在对膝上假肢使用者健侧和残侧的步态进行检测的基础上，对健、残侧在步态周期内的地面反力、下肢运动和时相对称性进行了对比和分析，时相对称性差是膝上截肢者步态的主要问题。
Based on the data obtained from gait tests, the differences of ground reaction forces and the movements of lower limbs between the sound side and prosthetic side of above knee amputee were analyzed.
在此基础上，应用多元非线性回归方法得到了斜板桥最大支反力实用设计计算公式。
On this basis, the empirical computing formula of skewed-plate bridge maximum reaction for design is obtained using poly cell nonlinear regression method.
扩展式基础的基底反力一般呈非线性分布。
The spreading foundation′s base reaction is a nonlinear distribution normally.
地震模拟振动台基础实质上是一个给振动台面运动提供反力的质量块，它是振动台可动系统的重要组成部分。
Actually, foundation of shaking table is a mass that provide reaction to table movement and is an important part of the moving system.
利用子结构分析方法和文克尔地基横向反力模型，建立了水平荷载下场高层框架结构。 桩基础-地基的共同作用分析模型。
With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction, an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.
在基底反力计算中可能出现两种情况：某些部位的反力值过大或地基与基础之间出现拉力，此时应对基底反力进行调整。
Two computational results of the foundation may occur, the occurrence of overvalue of foundation reaction at certain points and that of tensile force on the soil foundation interface.
根据砌体结构地基反力均匀分布的特点及竖向静力平衡原理，提出一种简便易行的调整条形基础宽度的实用方法。
According to the uniform distribution of ground reaction and the principle of vertical static balance in masonry structure, we can sum up a convenient pragmatic method to adjust strip-base breadth.
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。
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.
在此基础上，建立了系统动力参数优化模型，并讨论了轴承动反力的计算。
The optimization model for dynamic parameters of the system are established on above basis and the calculation method of dynamic reactional force on the bearing are discussed.
并提出了一种在动力基础中的基底反力分布和基底位移的计算方法。
Based on it, a method is proposed to calculate the displacement and the distribution of reaction on the base of foundations under dynamic loading.
将刚性基础基底反力的计算方法用于桩位偏差时各桩顶竖向力的计算。
Calculation method of foundation pressure of rigid foundation is used to calculate the change of vertical force on pile top induced by the error of a pile position.
它不仅直接影响地基反力(基底压力)的分布和基础的沉降，而且影响基础和上部结构的内力和变形。
Not only that it has a direct impact on the spread and settlement of soil reaction (base pressure), but it also affects the internal force and deformation of the foundation and superstructure.
计算结果表明，在某些情况下，地基反力趋于均匀，基础梁正弯矩显著减少，而负弯矩则显著增大。
The results show, in some cases, that the pressure against the soil foundation tends to be even, the sagging bend moment of the foundation beam is reduced and the hogging bend moment of the fo...
通过分析计算结果总结变化规律，发现荷载密度对此类基础的局部沉降、桩顶反力影响较大。
The result shows that local settlement and pile top force are mainly controlled by the local load's density.
通过分析计算结果总结变化规律，发现荷载密度对此类基础的局部沉降、桩顶反力影响较大。
The result shows that local settlement and pile top force are mainly controlled by the local load's density.
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