陕北地区黄土节理对公路边坡稳定性的影响

黄土节理主要分为原生节理、构造节理、风化节理和卸荷节理。陕北地区主要发育原生节理和构造节理,原生节理多分布在马兰黄土中,较密集,延伸长;构造节理多分布在离石黄土中,方向性强,区域性强。节理对边坡稳定性的影响因产状不同而不同。与边坡走向一致的顺坡斜节理对边坡稳定性影响较大,垂直节理影响较小;走向与边坡走向垂直和斜交的节理对边坡稳定性影响较小。多组节理在平面内可组成层面棋盘格式和“X”格式;在空间内可组成板状结构体、楔椎状结构体和柱状结构体。不同形状的结构体对边坡产生不同影响。最后,针对对边坡稳定性影响最大的斜节理,讨论了沿构造(斜)节理面产生边坡土体滑落的可能性的核算方法。     

板片空间结构初始缺陷的动力稳定性影响分析

对板片空间结构体系的研究大都局限于静力载荷工况,结构在动力载荷作用下的稳定性及失效特征研究仍相对缺乏．板片空间钢结构先天存在各样缺陷,而缺陷对结构稳定性的影响不可忽略．本文引入拉丁超立方法,结合Budiansky-Roth 准则,提出适用于求解含初始缺陷结构动力临界荷载的方法,对板片空间结构初始缺陷的动力稳定性开展研究．研究表明,相比于其它抽样方法,拉丁超立方法能显著减少样本数,有效提高计算效率．针对典型的板片空间结构,施加不同方向的阶跃荷载,分析了节点位置偏差缺陷、杆件截面尺寸缺陷以及板片厚度缺陷对板片空间结构临界承载力的影响．结果显示,节点位置偏差缺陷对该结构临界承载力影响最为显著,其它两类缺陷影响甚微．     

一类非线性时滞混沌系统的自适应脉冲同步

针对一类非线性时滞混沌系统,提出了一种新的自适应脉冲同步方案.首先基于Lyapunov稳定性理论、自适应控制理论及脉冲控制理论设计了自适应控制器、脉冲控制器及参数自适应律,然后利用推广的Barbalat引理,理论证明响应系统与驱动系统全局渐近同步,并给出了相应的充分条件.方案利用参数逼近Lipschitz常数,从而取消了Lipschitz常数已知的假设.两个数值仿真例子表明本方法的有效性.     

A class of two-dimensional rational maps with self-excited and hidden attractors

This paper studies a new class of two-dimensional rational maps exhibiting self-excited and hidden attractors. The mathematical model of these maps is firstly formulated by introducing a rational term. The analysis of existence and stability of the fixed points in these maps suggests that there are four types of fixed points, i.e., no fixed point, one single fixed point, two fixed points and a line of fixed points. To investigate the complex dynamics of these rational maps with different types of fixed points, numerical analysis tools, such as time histories, phase portraits, basins of attraction, Lyapunov exponent spectrum, Lyapunov (Kaplan—Yorke) dimension and bifurcation diagrams, are employed. Our extensive numerical simulations identify both self-excited and hidden attractors, which were rarely reported in the literature. Therefore, the multi-stability of these maps, especially the hidden one, is further explored in the present work.