试件特性对地震模拟振动台控制性能影响Ⅰ——对系统稳定性的影响

为了解决地震模拟振动台控制系统设计时将试验试件假定为刚性质量造成的控制系统控制频带窄、稳定性差、地震记录再现精度低等问题,通过系统建模分析了单自由度、多自由度柔性负载在刚性负载设计参数、空载设计参数控制下的系统性能.结果表明,柔性负载在空载设计参数下的系统稳定性更优.实例仿真表明,空载设计参数控制下系统稳定性得到大幅度改善.     

不确定性线性系统的H_∞输出反馈鲁棒重复控制

为了抑制乘性不确定性线性系统中的外部扰动,提出了一种重复控制器与输出反馈控制器参数同时优化的方法.引入一个假想摄动将系统的扰动抑制问题归结为具有结构型摄动的系统鲁棒稳定性问题.根据小增益定理得到该结构型摄动系统鲁棒稳定性的充分条件.引入一个稳定的定标阵,得到该结构型摄动系统低保守性的鲁棒稳定性充分条件.基于该充分条件和线性矩阵不等式方法(LMI)、锥补线性化方法(CCL),提出的迭代算法可以同时计算出重复控制器中低通滤波器剪切频率的最大值及其对应的输出反馈控制器的参数.最后,低频线振动台系统验证了该方法的有效性。     

中间表组卷算法

试题库系统在教学中应用日渐广泛,组卷算法是试题库系统的核心问题。本文主要对现有的常用的组卷算法进行分析,总结其优缺点,提出了一种中间表组卷算法,这种算法适用于小型的试题库系统。     

Vertical shaking table tests on the structure with viscoelastic multi-dimensional earthquake isolation and mitigation devices

The viscoelastic multi-dimensional earthquake isolation and mitigation device is a new kind of passive control device, which can perform its "name-giving" task of earthquake isolation and earthquake mitigation simultaneously. In order to quantify its vertical earthquake isolation and mitigation effect on structures, firstly, shaking table tests on steel frame structures with and without the devices were carried out; secondly, analysis on dynamic characteristics and dynamic responses of the structures was al...     

决策表中基于对象的μ-约简方法研究

研究了不协调决策表中基于对象的μ-约简问题,给出了μ-约简的一些性质及等价定义,得到了μ-约简的判定定理和相应的可辨识矩阵及辨识公式,从而提供了不协调目标信息系统知识约简的新方法。并通过实例将决策表中基于对象的约简与整体约简进行了对比,结果表明前者可以得到更简洁的知识。该方法也适用于协调目标信息系统。     

改进核密度估计的空间点密度算法

针对常用的核密度估计在计算离散点密度上存在的诸多局限,提出了空间点密度算法。该算法在保持点离散属性与初始空间位置的基础上,设定分箱规则,获取离散点最近的格网点坐标;通过遍历,统计并计算每个搜索邻域内点的数量,以离散点初始坐标与点密度值为输出结果。以USGS的美国大陆地下水资源数据集展开实验研究,采用可视化输出与时间复杂度为验证指标,与核密度估计算法进行对比验证。实验结果表明,该算法提高了点密度的识别性,获取了离散点真实的密度值,可视化效果与精度方面均优于ArcGIS 10.4.1与kde2d核密度分析的结果、运算效率优于kde2d算法。     

低消耗免查找表CORDIC算法

为减少传统流水线型CORDIC(Coordinate Rotation Digital Computer)算法的硬件资源消耗和输出时延,在包含查找表的三阶段CORDIC算法实现基础上,提出一种免去查找表环节的CORDIC算法实现方法.提出的改进算法直接使用四次移位相加的迭代运算替换查找表结构从而显著降低寄存器消耗,同时通过合并迭代降低迭代次数进而有效减少最大输出时延,并综合运用角度二极化重编码(Binary To Bipolar Recoding,BBR)方法和角度区间折叠技术保证了输出精度.使用Verilog HDL语言在ISE14.2软件平台上对三种算法进行具体实现,利用XST工具对其进行综合,并通过MATLAB建模计算得到算法的正余弦值输出误差.仿真实验结果表明:在输出位宽均设置为16位的情况下,免查找表CORDIC算法能够有效地输出正余弦值;与传统流水线型算法相比,免查找表算法的寄存器资源消耗减少大约74.42%,计算所需的时钟周期降低68.75%,其输出精度也有明显改善;与三阶段算法相比,免查找表算法的寄存器消耗减少大约43.3%.本文提出的免查找表CORDIC算法具有实时性强、输出精度高、硬件资源消耗少等优势,更适用于高速实时的现代数字通信系统应用.     

椭圆形钢铅耗能器性能及振动台试验

针对工字型钢铅组合耗能器直角区域容易应力集中、过早屈服断裂退出工作的问题,提出一种由钢和铅两种材料组成的椭圆形钢铅耗能器,这种耗能器加工简便且水平两个方向都具有良好耗能性能.首先,对椭圆形钢铅耗能器中钢板的平面应力进行分析.其次,对椭圆形钢铅耗能器进行力学性能试验;利用有限元分析软件ANSYS建立椭圆形钢铅耗能器的非线性计算模型进行数值分析并与性能试验结果进行对比.最后,对一个安装和不安装椭圆形钢铅耗能器的六层钢框架结构模型进行振动台对比试验.研究结果表明:数值分析结果与性能试验结果吻合良好,本文建立椭圆形钢铅耗能器数值计算模型的方法正确;椭圆形钢铅耗能器滞回曲线饱满,具有良好耗能能力;椭圆形钢铅耗能器对多层结构的地震反应具有较好减震效果.     

New empirical model to evaluate groundwater flow into circular tunnel using multiple regression analysis

There are various analytical, empirical and numerical methods to calculate groundwater inflow into tunnels excavated in rocky media. Analytical methods have been widely applied in prediction of groundwater inflow to tunnels due to their simplicity and practical base theory. Investigations show that the real amount of water infiltrating into jointed tunnels is much less than calculated amount using analytical methods and obtained results are very dependent on tunnel‘s geometry and environmental situations.In this study, using multiple regression analysis, a new empirical model for estimation of groundwater seepage into circular tunnels was introduced. Our data was acquired from field surveys and laboratory analysis of core samples. New regression variables were defined after perusing single and two variables relationship between groundwater seepage and other variables. Finally, an appropriate model for estimation of leakage was obtained using the stepwise algorithm. Statistics like R, R~2, R_P~2 and the histogram of residual values in the model represent a good reputation and fitness for this model to estimate the groundwater seepage into tunnels. The new experimental model was used for the test data and results were satisfactory. Therefore, multiple regression analysis is an effective and efficient way to estimate the groundwater seepage into tunnels.     

Groundwater impact of open cut coal mine and an assessment methodology: A case study in NSW

Large scale open cut coal mining operations have significant impacts to groundwater in surrounding areas in both active and post-mining phases. The prediction of water inflows into a surface mine excavation is one of the many components involved in mine design phase. Groundwater performance also reacts to mining activities from the operational, economic and safety implications perspective. Under NSW planning legislation, as part of the comprehensive risk assessment, a groundwater impact assessment has to be conducted for a coal project to predict and mitigate the impacts in consideration of the government requirements. In this paper, the groundwater assessment modelling of mine pits was discussed in predicting of groundwater inflows and reviewing analytical and numerical approaches. A methodology of groundwater impact assessment for an open cut mine in NSW with a three-dimensional groundwater flow model Modflow Surfact demonstrated its functions in simulating the project's impacts on the groundwater regime. The key findings with mitigations are discussed and recommended in the paper to reduce impacts on groundwater and fulfil regulation requirements in NSW.