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21.
针对目前矢量地理空间数据数字水印技术的需求,从矢量地理空间数据特点分析出发,运用矢量地理空间数据线状、面状要素具有的冗余数据的特性,首先在矢量地理数据中增加冗余数据点,然后通过控制冗余点在线状要素上的移动来嵌入水印信息,实现了高保真的矢量地理空间数据数字水印算法,最后对嵌入水印后数据的可用性以及算法的鲁棒性进行了试验分析。  相似文献   
22.
The concept of envelope system for a given dynamic system is proposed in this paper which refers to those systems whose module of transfer function in the whole range of frequency domain is always bigger than that of a given system. This concept opens a new way to study the problems of robust design and modelling for dynamic systems. The condition that an envelope system has to satisfy is rendered as the determination of the positiveness of a real polynomial function and Sturm's sequence method is used to establish an easily implemented criterion for evaluating the positiveness of the polynomial in terms of its coefficients. The optimization for the envelope system is expressed as the minimization of the 2-norm of its transfer function and simplex method is employed to search for the optimal solution. Two dynamic systems are used to illustrate the optimal design for the envelope systems of some of their responses. © 1998 John Wiley & Sons, Ltd.  相似文献   
23.
基于定义的二类优化目标函数,评价双层多重调谐质量阻尼器(DMTMD)控制策略对漂移频率系数(DFR)摄动的鲁棒性。数值研究表明,使用第二类优化准则设计的DMTMD、双重调谐质量阻尼器(DTMD)和多重调谐质量阻尼器(MTMD)比使用第一类优化准则设计的DMTMD、DTMD和MTMD具有更高的对DFR摄动的鲁棒性。而且,使用第二类优化准则设计的总数为4的DMTMD、DTMD和总数为11的MTMD具有近似相同的对DFR摄动的鲁棒性。  相似文献   
24.
传统水印嵌入方法往往导致原始载体数据质量的下降,而可逆水印技术由于能完整恢复原始载体数据,因此,在精度要求较高的矢量地图版权保护应用中具有较高的适用性。目前,栅格图像的可逆水印算法研究较为成熟,而在矢量地图领域则主要借鉴栅格图像的相关方法,由于没有充分利用矢量数据的组织特性,因此鲁棒性不强。针对上述问题,本文以矢量地图坐标点之间的基本空间关系在常规地图操作前后的不变性,提出一种鲁棒的矢量地图可逆水印算法。算法首先利用道格拉斯—普克方法将要素点分为特征点与非特征点两类,在此基础上计算每个非特征点与其相邻前后特征点连线所构成的夹角。在水印嵌入时,利用该夹角来映射水印比特位,并通过调整非特征点坐标来对该夹角进行调制以实现水印信息的嵌入。实验表明该算法所生成的水印具有一般可逆水印的不可感知性与可逆性,同时,对旋转、平移、要素排序、裁剪、压缩、简化等攻击也具有较好的鲁棒性。  相似文献   
25.
Abstract

This paper aims at revisiting the use of non-dimensional representations for catchment change and model robustness analysis. As well as being helpful for catchment classification according to hydroclimatic conditions, the Turc-Budyko representation enables visualization of temporal changes in these conditions and/or modification of the hydrological behaviour of the catchment. This brings a new perspective to hydrological analysis, different from the classical time series plots, which helps when interpreting catchment functioning with respect to hydroclimatic constraints. These tools do not require statistical analyses of observed series and are therefore very simple to implement. Four case studies are considered here to illustrate the use of the Q/P = f(P/Ep) graph. When combined with the inter-annual Turc-Mezentsev formula, this visual framework enables anticipation of potential difficulties for models based on the same hypotheses, solely using the analysis of observed data.  相似文献   
26.
The resistance factor for pile foundations in load and resistance factor design (LRFD) is traditionally calibrated considering target reliability index (βT) and statistics of load and resistance bias factors. However, the resistance bias factor is hard to quantify statistically. Consequently, the design obtained using the calibrated resistance factor can still miss βT if the variation in resistance bias factor has been underestimated. In this paper, we propose a new resistance factor calibration approach to address this dilemma by considering “feasibility robustness” of design in the calibration process. Herein, the feasibility robustness is defined as a probability that the βT requirement can still be satisfied even in the presence of uncertainty or variation in the computed bearing capacity. For illustration, LRFD approach for pile foundations commonly used in Shanghai, China is examined. Emphasis is placed on re-calibration of resistance factors at various feasibility robustness levels, with due consideration of the variation in the resistance bias factor. A case study is presented to illustrate the use of the re-calibrated resistance factors. The results show that the feasibility robustness is gained at the expense of cost efficiency; in other words, the two objectives are conflicting. To aid in the design decision-making, an optimal feasibility robustness level and corresponding resistance factors are suggested in the absence of a designer’s preference.  相似文献   
27.
针对多自由度时变系统参数识别问题,基于Daubechies小波多分辨率展开的时变参数辨识方法分析影响参数识别鲁棒性的各个因素。通过数值分析针对突变、线性慢变以及谐波快变的时变参数进行识别,研究结果表明:当基函数dbN一定时,在预先确立的分解尺度范围内,识别精度随分解尺度的增加而增加;待识别参数的频率特性对分解尺度的选择有很大影响,快时变参数比慢时变参数对分解尺度更为敏感;基函数dbN并不是影响识别精度的主要因素;在分解尺度相同的情况下,可以通过提高采样频率增加快时变参数识别精度。  相似文献   
28.
The electromagnetic mass damper (EMD) control system, as an innovative active control system to reduce structural vibration, offers many advantages over traditional active mass driver/damper (AMD) control systems. In this paper, studies of several EMD control strategies and bench-scale shaking table tests of a two-story model structure are described. First, two structural models corresponding to uncontrolled and Zeroed cases are developed, and parameters of these models are validated through sinusoidal sweep tests to provide a basis for establishing an accurate mathematical model for further studies. Then, a simplified control strategy for the EMD system based on the pole assignment control algorithm is proposed. Moreover, ideal pole locations are derived and validated through a series of shaking table tests. Finally, three benchmark earthquake ground motions and sinusoidal sweep waves are imposed onto the structure to investigate the effectiveness and feasibility of using this type of innovative active control system for structural vibration control. In addition, the robustness of the EMD system is examined. The test results show that the EMD system is an effective and robust system for the control of structural vibrations.  相似文献   
29.
综合PNT体系及其关键技术   总被引:6,自引:5,他引:1  
杨元喜 《测绘学报》2016,45(5):505-510
综合定位、导航与授时(PNT)的核心是不过分依赖GNNS,采用一切可以应用的PNT信息源实施全空域目标定位、导航与授时服务。本文分析了综合PNT需求,论述了综合PNT的基本定义和基本概念,分析了综合PNT所涉及的信息源,论述了综合PNT关联的核心技术,包括多源PNT传感器集成技术、多源PNT的数据融合技术。强调指出,综合PNT体系的信息源必须是"基于不同物理原理的多源信息";综合PNT的运控系统应该基于云平台,实现用户志愿者共同测控;用户终端或传感器必须"深度集成、低功耗";PNT服务信息必须是"智能融合或自适应融合"。综合PNT系统应该在统一时空基准下,满足服务的可用性、精确性、可靠性、连续性和稳健性。  相似文献   
30.
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