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1.The vibration analysis of a coupled system composed of a beam and multiple degree of freedom (MDOF) subsystem is carried out, and the analytical expressions for harmonic responses as well as the natural characteristics of this kind of system are obtained with the recurrence equation method.
摘要采用递归方程方法,对梁-多自由度耦合系统的振动响应进行了分析,得到了该耦合系统在简谐激励作用下振动响应的解析表达式,在此基础上,仍应用递归方程方法对该耦合结构的固有特性进行分析,给出了固有频率及模态振型的公式。收藏指正
2.Based on the theory of stochastic finite element,the structural parameters of frame-shear structure including stiffness and mass and damping are simulated to be stochastic variables.By solving recurrence equation of stochastic finite element,the duration curve of mean value and standard deviation of seismic response can be obtained for every floor of frame-shear structure.An analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame-shear structure.As shown by the results,with regard to frame-shear structure,the effect of variation of strucural parameters on the change of mean value are chiefly the increase of standard deviation of response.Variation of stiffness will cause the response of frame-shear structure to variate greatly;variation of mass shows less effect;and variation of damping shows insignificant effect .The effects of simultaneous variation of various structral parametres on seismic response are only slightly greater than the effect of stiffness variation alone.
以随机有限元理论为基础,将框剪结构的刚度、质量、阻尼等结构参数为随机变量.通过求解随机有限元的递推方程,得到框剪结构各层的地震动力响应均值和标准差历时曲线.分析结构参数单独变异,以及同时变异对框剪结构地震响应的影响.研究结果表明,对框剪结构而言,结构参数的变异对响应的均值变化影响都不大,主要是增大响应的标准差.刚度的变异性将引起框剪结构的响应发生大幅度变异,质量的变异性影响稍小,阻尼的变异性影响不显著.结构各参数的同时变异,对框剪结构地震响应的影响,仅比刚度单独变异的影响稍大.收藏指正
3.three recurrence formulae for solving increment dynamic equilibrium equation of a non-linear structure are derived by using the third order spline function as piecewise trial functions in discrete regions of time according to weighted residual method,namely:the recurrence formula of sPline function subdomain method,that of spline function Galerkin subdomain method,and that of spline function least square subdomain method.
它是以三次 B 样条函数为时域试函数,用加权残数法推导出三组求解非线性结构增量动力平衡方程的的递推公式,它们分别是样条--子域法、样条--Galerkin 子域法和样条--最小二乘法递推公式.收藏指正
4.and the recurrent discriminant equation was:Y(1)= -3 936 7 +2 170 6 X 1+4 289 3 X 2+0 973 5 X 3+2 831 3 X 4.Conclusion To reduce the recurrence of the stroke,we should strengthen the rehabilitation and social support as well as the active treatment on the patients.
复发判别函数为 :Y(1) =- 3.936 7+2 .170 6 X1 +4.2 893X2 +0 .9735 X3+2 .8313X4 。 结论影响脑卒中复发的因素不但包括发病情况 ,而且还包括病后康复和社会心理因素。收藏指正
5.The tangent of phase of phase shift function δ l(r) is expressed as a power series in wave vector k, and then substituted into the linear F. Calogero equation to get the recurrence relation of the coefficients. The phase shift and scattering length of the spherical square potential well and Yukawa potential scattering for low energy collisions were calculated, which were also compared with the numerical solutions of the different equations.
将散射相移函数δl( r) 的正切tgδl( r) 按波矢k 展开,代入线性化的 F. Calogero 方程,求得各系数的递推关系.以球方势阱及汤川势为例,计算了低能散射相移函数及散射长度,并与数值解微分方程的结果作了比较收藏指正
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