1) generalized force
广义力
1.
On the basis of the energy variation principle,the generalized force corresponding to the shear lag displacement in shear lag analysis of the box girder is clearly defined and is called the shear lag moment.
基于能量变分原理,定义箱形梁剪滞效应分析中与剪滞广义位移相应的广义力,并称之为剪滞力矩,给出其计算公式。
2.
The generalized force of disc applied to shaft including gyroscopic effect is determinated in this paper by using Euler angle of fixpoint rotating kinematics and Lagrange equation, for the dynamics response analysis of a system.
运用刚体定点转动运动学的欧拉角和 Lagrange方程 ,推导出具有陀螺效应的盘作用在轴上的广义力 ,供系统用作动力响应分
3.
According to relations between generalized forces and generalized displacements, convolution are performed between the governing equations of initial value problems in the primary space and the corresponding virtual quantities, and results are added algebraically.
明确了分析力学初值问题的控制方程,按照广义力和广义位移之间的对应关系,将各控制方程卷乘上相应的虚量,代数相加,进而在原空间中建立了分析力学初值问题的一种变分原理形式,即建立了分析力学初值问题的卷积型变分原理和卷积型广义变分原理。
2) general force
广义力
1.
In view of the problem of working internal forces caused by the elasticity of parts and the damper between parts in the firing process, based on the basic concepts of mechanics, this paper presents the deduced formula for the general force of working internal forces.
针对火炮发射过程中构件的弹性和构件间的阻尼效应导致的有功内力问题,从力学的基本概念出发,推导了有功内力对应的广义力计算公式,为火炮发射动力学计算中公式符号的简化提供了理论依据,具体分析了火炮发射系统中存在的非刚性元件,如反后坐装置和上架、下架之间的摩擦力矩的有功内力问题,为解释火炮发射动力学的理论计算误差奠定了基础。
3) general suction
广义吸力
1.
Based on the theoryof general suction and general effective stress of remolding non-saturated soil,the mechanism of embankment subsidence is analyzed,and a theory of two-step settlement is presented.
并从重塑非饱和土广义吸力和广义有效应力原理出发对路堤沉降机理进行分析,提出进行二阶段沉降分析的观点。
4) generalized stress
广义应力
1.
A fuzzy reliability calculating model is given again based on function which includes generalized stress and generalized strength.
把广义应力和广义强度统一到功能函数中去 ,取升半型的隶属函数 ,从而重新建立了模糊可靠度的数学模型 ,并且讨论了具体的隶属函数的选取和有关参数的确定方法。
2.
Based on the similar equations of the elastic-plastic model theory and the plastic deformation theory,this paper presents,according to the plastic model theory and the relations between generalized stress σi and strain εi curves of prototype materials,the resilience test model of elastoplastic stress analysis with .
以弹塑性力学的模型理论和塑性力学形变理论的相似方程为基础,根据塑性模型理论以及原型材料的广义应力iσ与广义应变iε曲线的关系,提出了以弹性解为原始数据,将其转换为不同塑性变形程度的弹塑性应力分析的弹性试验模型,并讨论了弹性与塑性应力转换的计算方法。
5) generalized mechanics
广义力学
1.
On the lie symmetry theorem and its inverse of generalized mechanics systems;
广义力学系统的Lie对称性定理及其逆定理
6) generalized ability
广义能力
1.
The recognition of strong influence points in support vector set by local perturbations is studied,since SVM with better generalized ability can be constructed by these strong influence points;for illustration,SVM based on linear kernel function and Radial Basis Function are analyzed respectively.
讨论了通过对支持向量的局部扰动来确定支持向量集中的强影响点,并由这些强影响点构造相同精度下具有更强广义能力的支持向量机;对线性核函数和高斯径向基函数所构建的SVM进行了分析,并给出一个实例。
补充资料:广义力
广义力 generalized force 与广义坐标qi对应的力,它的量纲由它与qj的虚位移δqj的乘积为功的物理量决定。若δqj为线位移,则广义力就是作用力;若qi为角位移,则广义力就是力矩。广义力的定义也可以从坐标变换式得来,即(j=1,2…,N),式中Xi为xi方向的作用力;Qj 为与广义坐标qj对应的广义力。N自由度的完整系统(见约束)有N个广义力。对于N自由度的完整保守系统 ,存在势函数V (q1,q2,…qN) 。由于,所以广义力(j=1,2…,N)。用广义力和广义坐标表示的虚位移原理为:。由于δqj的独立性,上式等价于 Qj=0(j=1,2,…N,),即理想完整约束系统平衡的必要和充分条件是全部广义力等于零。 |
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参考词条