改良黄土作为高速铁路路基填料的试验研究

为保证西北地区修建的宝兰客运专线铁路黄土路基的强度,必须对黄土填料进行改良.在黄土中掺入不同配比的矿渣脱硫石膏生石灰,养护28 d进行冻融循环试验和浸水试验后测试其无侧限抗压强度,结果表明改良后的黄土强度能够满足铁路路基的强度要求,最后提出作为路基填料的改良黄土的最优配比.     

一类转子-密封系统中的气流激振动力学分析

研究了一类在三维转子-密封系统中,以稳定气体流动,转子轴心为原点,圆柱坐标系(r,θ,σ)下的流体激振现象.通过4种边缘假设推导出系统的三维气体激振方程,并分析了该系统的流固耦合振动特性.     

刚性连体位置对非对称双塔连体结构动力可靠度的影响

考虑地震动的非平稳性,变化连体位置,对非对称双塔连体结构运用虚拟激励法进行非平稳随机激励下的动力可靠度研究。采用刚度退化的Bouc-Wen模型模拟塔楼各楼层的滞变特性,建立非线性化动力方程。运用混合精细积分法对每一时刻的响应进行求解,得到连体位置变化时非对称连体结构在非平稳随机激励下的时变方差。基于首次超越破坏准则与Markov假定,研究非平稳随机地震激励下连体结构的动力可靠度。运用上述理论,在8度罕遇地震作用下对某非对称双塔连体结构进行随机地震响应与动力可靠度分析。研究结果表明,地震作用下结构的层间位移响应呈现强烈的非平稳性,变化连体位置对连体结构的随机地震响应与动力可靠度将产生显著影响。     

采用TTT变换的混联系统预防维修策略分析

在年龄更换策略的基础上,考虑复杂的混联系统,以平均期望损失和系统的平均可用度2个指标构建一个预防维修周期的目标优化模型。重点运用TTT变换函数精确求解该目标优化模型,从而确定出混联系统的预防周期。以数值实例阐述了该决策过程,说明该方法的正确性和可行性。     

混联系统的可靠性蒙特卡诺模拟及其EB估计

在复杂的混联系统中,利用Monte Carlo方法建立随机模型,研究可靠性模拟问题,并假定该模型具有随机移走的逐步增加Type-Ⅱ截尾。采用Bayes方法与极大似然估计相结合的方法,在平方损失下,得到了混联系统部件的失效率、系统可靠度和平均寿命的经验Bayes估计。最后给出算例分析,说明该方法的正确性和可行性。     

Finite difference method for dynamic response analysis of anchorage system简

Based on some assumptions, the dynamic analysis model of anchorage system is established. The dynamic governing equation is expressed as finite difference format and programmed by using MATLAB language. Compared with theoretical method, the finite difference method has been verified to be feasible by a case study. It is found that under seismic loading, the dynamic response of anchorage system is synchronously fluctuated with the seismic vibration. The change of displacement amplitude of material points is slight, and comparatively speaking, the displacement amplitude of the outside point is a little larger than that of the inside point, which shows amplification effect of surface. While the axial force amplitude transforms considerably from the inside to the outside. It increases first and reaches the peak value in the intersection between the anchoring section and free section, then decreases slowly in the free section. When considering damping effect of anchorage system, the finite difference method can reflect the time attenuation characteristic better, and the calculating result would be safer and more reasonable than the dynamic steady-state theoretical method. What is more, the finite difference method can be applied to the dynamic response analysis of harmonic and seismic random vibration for all kinds of anchor, and hence has a broad application prospect.     

Imperfect preventive maintenance for numerical control machine tools with log-linear virtual age process

Based on the log-linear virtual age process, an imperfect preventive maintenance policy for numerical control（NC）machine tools with random maintenance quality is proposed. The proposed model is a combination of the Kijima type virtual age model and the failure intensity adjustment model. Maintenance intervals of the proposed hybrid model are derived when the failure intensity increase factor and the restoration factor are both random variables with uniform distribution. The optimal maintenance policy in infinite time horizon is presented. A numerical example is given when the failures of NC machine tools are described by the log-linear process. Finally, a discussion is presented to show how the optimal results depend on the different cost parameters.     

基于粗糙集和支持向量机的肿瘤图像识别

设计了一种基于粗糙集与支持向量基的乳腺肿瘤图像识别方法.其基本思想是首先对图片进行降噪预处理,接着提取纹理和形状特征构成表征医学图像的特征矢量,然后将特征离散归一化处理,再用粗集方法进行特征属性约简,最后利用支持向量基进行识别.结果表明,该方法取得了比较理想的识别效果.     

《野草》与鲁迅心灵世界的悖论

鲁迅思想的矛盾性集中体现在他的《野草》中。这种矛盾并非简单的二元对立,而是充满着结构张力的逻辑两难,它们相互依存相互冲突,纷繁复杂的呈现在文本中,使得《野草》表现出多义特征。     

基础刚度突变对双块式无砟轨道振动的影响

为了研究基础刚度突变对双块式无砟轨道垂向振动的影响,运用通用有限元软件ANSYS建立了双块式无砟轨道垂向动力学有限元模型.分析了模拟列车荷载通过5种不同基础刚度比时,无砟轨道结构的垂向振动响应.结果表明:基础刚度突变和列车行车速度对无砟轨道结构垂向振动的影响十分显著,为了保证列车平稳运行和减缓轨道结构的破坏,需在基础刚度突变处设置过渡段.