扰动频率对动压气体轴承动态刚度和阻尼系数的影响

采用偏导数法求解动压气体润滑Reynolds方程，给出了动压气体轴承动态刚度和阻尼系数普遍适用的计算方法．进行了有限元数值仿真，计算了动压气体轴承的动态刚度和阻尼系数，并重点研究了扰动频率对这些系数的影响．计算结果表明，动压气体轴承的动态刚度系数随着扰动频率的增大而增大，动态阻尼系数随着扰动频率的增大而减小．从理论上解释了动压气体轴承的动态刚度和阻尼系数与扰动频率的密切相关性．     

高斯牛顿算法在求解广义互补问题中的应用

本文将广义互补问题转化为一个非线性方程组问题,然后建立了GCP问题的无约束优化问题的转化形式,对该优化问题,用两种步长下的阻尼高斯牛顿算法来求解,并给出了两种情况下算法的全局收敛性.     

具有分支电路的半主动可控压电阻尼减振

分支电路系统中不同电器元件及其不同布置组合,可以构成不同的半主动压电阻尼系统.文中给出一种新型的半主动分支电路的可控压电阻尼技术,并以一个悬臂梁为例,对该方法的有效性进行验证.对悬臂梁处在不同模态或不同位置单个传感器的情况,通过调节可变电容,使电路的振荡频率和模态频率相吻合,从而得到振幅减少的百分比和最佳传感器位置.     

Wave Damping over a Perforated Plate with Water Chambers

Introduction In recent decades,various permeable structures have been used in coastal engineering projects not only as breakwaters to prevent wave attacks but also as sea-walls to dissipate harbor waves.Permeable structures can be cataloged by their appea…     

正则牛顿过程设计n分之一阶分抗电路(英文)

讨论基于一阶正则牛顿迭代求根过程进行任意阶分抗的近似求解方法.通过迭代求解n阶方程的正实根,作为分抗的模拟.给出迭代的精确公式,并分析其收敛必须满足的条件,最后给出相应的模拟无源电路实现方案.     

滞后阻尼在土层时域分析中的应用

采用滞后阻尼假定 ,分别应用时域和频域分析方法对土层的地震反应进行计算 .在简谐波和地震波激励作用下 ,通过比较时域和频域的计算结果 ,探讨了在土层时域分析中 ,如何由滞后阻尼系数形成阻尼矩阵的问题 .利用实际地震波的分析结果 ,进行回归分析 ,得到一个阻尼系数转换频率取值的经验公式 ,从而为利用滞后阻尼系数在时域中进行土层地震反应分析提供依据     

一类带调和势的非线性阻尼Schroedinger方程

研究如下方程的初值问题iut=Δu-|x|2u+q(|u|2)u-(ia)/(2)u, x∈Rn, t＞0,u(x,0)=u0(x), x∈Rn,得出当初值u0和q满足一定的条件时,该方程不存在整体解.     

程控状态变量RC有源滤波器的优化综合技术

介绍了基于Butterworth传递函数的二阶状态变量RC有源滤波器的优化综合技术,进而给出了一种由单片机参与的能自动跟踪输入信号频率、选择合适滤波器截止频率的程控滤波系统实例.其特点是实现电路简洁,网络参数易确定,调试方便,截止频率解析式明确,且有较好的精度,其电路和设计方法在数据采集和工程测试等领域有较好的应用参考价值.     

泡沫铝基高分子复合材料制备及其性能

为了提高泡沫铝基高分子复合材料的机械性能，通过向泡沫铝孔洞中浸渗入高分子材料的方法制备了四种泡沫铝基复合材料，并对其压缩、抗冲击和阻尼等性能进行了实验研究。实验结果与所预测的结果相一致，即制备的泡沫铝基高分子复合材料的如上三性能均较其复合相得以提高．研究结果既寻求到一种制备功能结构一体化材料的新途径，又有助于促进泡沫铝应用范围的扩展。     

Wave Damping and Refraction-Diffraction Due to Variable Depth Porous Bottom

The refraction-diffraction of surface waves due to porous variable depth has been the subject of many investigations. In the present study, we extend the boundary-value problem of impermeable varying topography to that of a variable depth porous seabed, which is the situation most likely to be encountered in practical problems of coastal engineering. A wave-induced fluid motion is applied to the porous bottom, while the well-known linear potential theory is applied to the free-water above the bottom. Eigenfunction expansions are employed to derive the matching condition and the so-caUed modified dispersion relation. As a result of the porous bottom, the wavenumber becomes a complex value, of which the real part represents the spatial periodicity while the imaginary part refers to the energy dissipation. The characteristics of water waves over a porous bottom are studied in detail. By neglecting the non-propagating modes which only have a local effect and damp exponentially with distance, we derive a mathematical model to represent the characteristics of both the wave refraction-diffraction and wave-damping. The developed model is applied to the damping problem of waves over submerged porous breakwaters.