基于多层注意力机制—柔性AC算法的机器人路径规划

针对行动者—评论家（AC）算法存在的经验学习样本维度高、策略梯度模型鲁棒性低等问题,依据多代理系统的信息协作优势,构建注意力机制网络并作为代理体,引入多层并行注意力机制网络模型对AC算法进行改进,提出一种基于多层并行注意力机制的柔性AC算法。将其用于解决动态未知环境下的机器人路径规划问题,可增强行动者的策略梯度鲁棒性并降低评论家的回归误差,实现机器人路径规划最优方案的快速收敛。实验结果表明,该算法有效克服机器人路径规划的局部最优,具有计算速度快、稳定收敛的优点。     

四维混沌系统及其在图像加密中的应用

传统基于低维混沌系统的图像加密算法往往具有密钥空间较小、安全性较差的问题。针对这些问题,首先提出了一类新的平衡点不稳定的四维离散混沌系统,通过数值仿真对该类系统进行了动力学行为分析,正的Lyapunov指数的个数可以达到三个。同时并基于该类混沌系统设计了一个新的图像加密方案,并进一步对明密文的分布直方图、相关系数、信息熵以及加密方案对参数的敏感性进行了分析。分析结果表明,该加密方案抵抗外来攻击的能力强,密钥空间可达2996△,具有较高的安全性。     

阜阳市东南部土壤地球化学特征及土壤质量评价

通过1∶250 000多目标区域地球化学调查、采样和化验,获得了阜阳市东南部地区表层、深层土壤中22项指标的土壤地球化学背景值、基准值等数据,研究其分布特征,并依据相应规范进行土壤质量评价。结果显示,与邻区(淮北-亳州)土壤基准值相比,N、Mn、I、Cr等8种元素(指标)土壤基准值略高,而P、MgO、S、Cd等8种元素(指标)则低于邻区;N、Corg和Mn土壤背景值高于邻区的土壤背景值;而P、CaO、MgO、S等8种元素(指标)土壤背景值低于邻区。土壤养分主要处于中等水平、土壤环境质量以清洁为主,仅存在少量轻微污染土壤,影响土壤环境的地球化学指标主要为Cd。区内土壤质量综合评价以优质等级为主,约占研究区总面积的76.33%;其次为良好等级,占研究区总面积的23.67%,就此提出了土地资源分质利用的建议。     

基于Delaunay三角剖分的有向传感器网络覆盖增强算法*

针对视频传感器网络的区域覆盖问题,提出一种基于Delaunay三角剖分思想的几何算法,选取围绕传感器的具有最大面积的Delaunay三角形重心作为决策方向。在此基础上,将Delaunay三角剖分的几何方法与分布式贪婪算法进行了融合,引入“贡献率”概念反映节点在其候选方向上可能覆盖区域的大小,以解决冗余覆盖的问题。仿真结果证明了该算法的有效性。     

Composition dependence of phase structure and electrical properties of (1−y)Bi1−xNdxFeO3−yBiScO3 ceramics

In this work, we have studied a new lead-free ceramic of(1-y)Bi_(1-x)Nd_xFeO_(3-y)BiScO_3(0.05≤x≤0.15 and 0.05≤y≤0.15) prepared by a conventional solid-state method, and the influences of Nd and Sc content on their phase structure and electrical properties were investigated in detail. The ceramics with 0.05≤x≤0.10 and 0.05≤y≤0.15 belong to an R3 c phase, and the rhombohedral-like and orthorhombic multiphase coexistence is established in the composition range of 0.125≤x≤0.15 and y=0. The electrical properties of the ceramics can be enhanced by modifying x and y values. The highest piezoelectric coefficient(d33~51 p C/N) is obtained in the ceramics with x=0.075 and y=0.125, which is superior to that of a pure BiFeO_3 ceramic. In addition, a lowest dielectric loss(tan δ~0.095%, f=100 k Hz) is shown in the ceramics with x=0.15 and y=0 due to the involvement of low defect concentrations, and the improved thermal stability of piezoelectricity at 20–600oC is possessed in the ceramics. We believe that the ceramics can play a meaningful role in the high-temperature lead-free piezoelectric applications.     

Mode of overlying rock roofing structure in large mining height coal face and analysis of support resistance

The mining space of large mining height coal face is large,the range of movement and caving of rock strata is large and the stability of supports at coal face is low and damage rate of supports is high,which significantly affects the safe and efficient production of coal mines.By similar simulation experiment and theoretical analysis,the mode of fractured roofing structure of large mining height coal face and the method of determination of reasonable support resistance of the support was evaluated.Analysis shows that the structural mode of "combined cantilever beam – non-hinged roofing – hinged roofing" of the large mining height coal face appears at the roofing of large mining height coal face.The supporting factor of caved gangue at the gob is introduced,the calculating equations of the fractured step distance of roofing were derived and conventional calculating method of caved height of roofing was corrected and the method of determination of the length and height of each structural area of the roofing was provided.With reference to the excavating conditions at Jinhuagong coal mine in Datong minefield,the dimensions of structural areas of the roofing of the coal face were determined and analyzed,and reasonable support resistance of the height coal face was acquired.By selecting Model ZZ13000/28/60 support and with procedures of advanced pre-cracking blasting,the safe production of large mining height coal face was assured.     

Effects of nonlinear strength parameters on stability of 3D soil slopes

Actual slope stability problems have three-dimensional(3D) characteristics and the soils of slopes have curved failure envelopes. This incorporates a power-law nonlinear failure criterion into the kinematic approach of limit analysis to conduct the evaluation of the stability of 3D slopes. A tangential technique is adopted to simplify the nonlinear failure criterion in the form of equivalent Mohr-Coulomb strength parameters. A class of 3D admissible rotational failure mechanisms is selected for soil slopes including three types of failure mechanisms: face failure, base failure, and toe failure. The upper-bound solutions and corresponding critical slip surfaces can be obtained by an efficient optimization method. The results indicate that the nonlinear parameters have significant influences on the assessment of slope stability, especially on the type of failure mechanism. The effects of nonlinear parameters appear to be pronounced for gentle slopes constrained to a narrow width. Compared with the solutions derived from plane-strain analysis, the 3D solutions are more sensitive to the values of nonlinear parameters.     

混凝土收缩徐变对系杆拱桥的影响分析

收缩徐变作为混凝土结构固有特性,随着时间地延伸,它会不断地变化[1]。尤其针对一些比较敏感的混凝土结构,如悬臂端、预应力混凝土连续梁等,其收缩徐变影响更为明显。本文以一工程实例为背景,利用有限元软件Midas进行桥梁模拟,通过对不同收缩徐变情况的探讨,得出混凝土收缩徐变对系杆拱桥的影响。     

负相依随机变量序列延迟平均的一类极限定理

研究负相依随机变量序列延迟和的一类强大数定理以及强收敛性.利用随机变量截尾方法建立负相依随机变量的概率不等式和矩不等式,在矩条件E(exp{t|X1|})＜∞(p＞1)下,获得了负相依随机变量延迟平均的强大数定理、完全收敛性以及(log n)-p∑n+1[log'n]k=n+1Xk的上、下界,推广了若干经典结果.