一般均质地面承载力现场试验

为了评判施力盘作用下地面的承载安全,进行了一般均质地面承载力静态与动态荷载现场试验.采用平板载荷静态加载方法进行了模拟施力盘静态荷载的平板载荷试验,根据相似准则π定理进行了缩比施力盘动载试验.在现场试验的基础上研究了静载条件下沉降量随时间变化的S-t曲线,不同尺寸承载板在相应载荷作用下的地面土体沉降量之间关联关系的P-S/D曲线及动、静荷载下载荷与沉降量关系的P-S曲线以及动静载荷对比的P-S曲线.分析结果表明:对于进行现场试验的均质地面,S-t曲线表明静态加载方法合理;P-S/D曲线在极限载荷内呈线性比例关系;动载下的沉降量S远远小于静载条件下的沉降量S,动载下的土体变形刚度较静载下的变形刚度高,瞬间动态荷载造成的地面沉降可忽略.     

分布式联产系统相关问题的研究

介绍了分布式联产系统的性能及新能源技术的引入,以及联产系统评价方法、设计和运行优化,指出了分布式联产系统的研究方向.     

双足机器人行走稳定性研究

双足机器人行走的稳定性是双足行走最为重要的衡量指标之一.针对传统的基于零力矩点（ZMP）步态稳定性判据方法,分析了ZMP、COP的相互关系,表明在双足机器人与水平地面无粘性力和无吸附力作用下,其ZMP即为压力中心点COP.基于具有足趾关节的双足机器人足底支撑面多种变化,提出对多点接触时支撑多边形区域描述.结合ZMP/COP、COG的在支撑面内相对位置,提出了基于ZMP/COP、COG的综合稳定性判据.经仿真分析,与传统单一的ZMP稳定性判据相比,该综合稳定性判据能够更为准确地反映步态的稳定性.     

Orientation angle workspaces of planar serial three-link manipulators

This paper presents a classification on the workspaces of planar serial three-link manipulators, that is, position workspace and orientation angle workspace. Position workspace indicates the region reached by the reference point on the end-effector. Orientation angle workspace indicates a set of angle ranges by which the end-effector can reach with certain orientation for every point in the reachable position workspace. By introducing a virtual equivalent mechanism, reachable position workspace can be divided into several Grashof intervals and non-Grashof intervals. The calculation equations of orientation angle workspace are deduced in three situations according to the relationships among four link lengths in the virtual four-bar chain. Three examples are given for three kinds of relationship of link lengths. The orientation angle workspace of extended groups, that is, two of the three link lengths equal, and the orientation angle workspace when the reference point on the end-effector moves along a non-radial direction are also discussed. A program is developed to calculate orientation angle workspaces and output variation curves of orientation angle workspace and key data within the position workspace. The approach and program in this paper can be used for fast calculation and identification of the variation rule of the orientation angle workspace of any given planar serial three-link manipulator on the basis of its link parameters, and for the design of a highly dexterous serial manipulator with proposed link relations. Supported by the Natural Science Foundation of Shanxi Province (Grant No. 20041070)     

Construction of highly nonlinear resilient Boolean functions satisfying strict avalanche criterion

Boolean functions with high nonlinearity, high resiliency and strict avalanche criterion （SAC） play an important role in the designs of conventional cryptographic systems. In this paper, a method is proposed to construct resilient Boolean functions on n variables （n even） satisfying SAC with nonlinearity 〉 2n-1 -2n/2. A large class of cryptographic Boolean functions that were not known earlier were obtained.     

基于高斯滤波器组混合特征的录音回放攻击检测研究

录音回放是目前声纹识别技术应对各种仿冒语音攻击的主要手段。针对传统语音特征无法区分真实语音和回放语音的问题,提出一种基于高斯滤波器组的Fisher比混合倒谱特征提取算法。将高斯滤波器组代替传统三角滤波器组,分别采用线性频率和逆ERB频率替换MEL频率,形成高斯线性频率倒谱系数特征（G-LFCC）和高斯逆ERB频率倒谱系数特征（G-IEFCC）两个新的特征。通过Fisher准则将G-LFCC和G-IEFCC融合,生成新的混合特征参数,该特征提高了真实语音和回放语音在高频段的区分度,同时降低回放语音在低频段因不同录音及回放设备造成的干扰。在ASVSpoof2017评测数据上的实验结果表明,该算法混合特征具有较好的区分效果,与IMFCC、LFCC、CQCC和GSV等算法相比,等错误概率分别降低21.8%、38.8%、58.3%和43.7%。     

局部超挖对悬臂排桩基坑支护体系安全性能的影响

由局部超挖引发基坑大范围破坏的工程事故时有发生,但局部超挖对基坑整体安全性能的影响及其引发连续破坏的机理尚仍缺乏研究。以悬臂排桩支护的长条形基坑为例,采用模型试验和有限差分法对基坑局部超挖引起的荷载传递规律进行探索。结果表明:随着超挖深度的增大,由于土拱效应,超挖区外支护桩内力大幅增长,而超挖区内支护桩桩身弯矩先增加后降低或持续降低;大面积开挖深度相同时,随着局部超挖范围增大,邻近支护桩桩身弯矩与位移增幅逐渐增大并趋于稳定。研究成果初步揭示了局部超挖对支护桩内力的影响等荷载传递规律,可为防超挖引发基坑连续破坏研究和局部深坑设计提供参考。     

Extraction of locked-up coal by strengthening of rib pillars with FRP——A comparative study through numerical modelling

In some of the coalfields in India, coal seams are only developed but no extraction of pillars is possible due to the presence of surface or sub-surface structures and also non-availability of stowing materials which leads to huge amounts of coal being locked-up underground. Spontaneous heating and fire, accumulation of poisonous gases, severe stability issues leading to unsafe workings and environmental hazards are the major problems associated with the developed coal pillars. So, there is a pressing need for a technology for the mining industry to extract the huge amount of coal locked-up under different constraints. In this study, the locked-up coal is proposed to be extracted by artificially strengthening the rib pillars. The detailed comparative study is carried out to know the increase of extraction percentage of locked-up coal by strengthening the rib pillars with FRP. Extraction methodology is designed and studied through numerical modelling for its stability analysis to evaluate its suitability of application in underground.     

裂纹起裂角预测方法研究

本文提出一个新的屈服准则,该屈服准则适用于岩石类材料的小范围屈服,旨在预测弹塑性材料的破坏行为,基于该屈服准则,推导出了I型,II型以及I-II混合型裂纹尖端塑性区半径并对在单轴拉伸和纯剪切等荷载作用下的裂纹尖端塑性区进行了分析。结果显示,荷载加载方式、裂纹倾斜角和材料内摩擦角对塑性区的形状与大小有显著影响。根据对裂纹尖端塑性区的分析,基于如下假设：裂纹沿塑性区最短路径扩展,本文在提出的屈服准则的基础上导出了新的断裂准则,该准则可预测裂纹开裂初始角。相较于其他断裂准则,文献实验结果与本文提出的准则吻合地更好,能更加精确的预测裂纹的起裂角。     

基于加权处罚的K-均值优化算法

在各种聚类算法中,基于目标函数的K-均值聚类算法应用最为广泛,然而,K-均值算法对初始聚类中心特别敏感,聚类结果易收敛于局部最优。为此,提出基于加权处罚的K-均值优化算法。每次迭代过程中,根据簇的平均误差的大小为簇分配权值,构造加权准则函数,把样本分给加权距离最小的簇中。限制簇集中出现平均误差较大的簇,提高聚类准确率。实验结果表明,该算法与K-均值算法、优化初始聚类中心的K-均值算法相比,在含有噪音的数据集中,表现出更好的抗噪性能,聚类效果更好。