A stability classification method and its application to pipelined solution of linear recurrences

A new method of classification for numerical stability of parallel algorithms is proposed based on the theoretical foundation of forward error analysis. It partitions the algorithms according to their asymptotic stability—a measure introduced to relate the limiting behavior of the stability to the size of the problem. Using this method, the stability aspect of the pipelined solution technique for first-order and second-order linear recurrences—the core of a tridiagonal linear equation solver—is studied. In particular, it shows that the pipelined solution method of the first-order linear recurrences has the same degree of stability as the commonly used sequential evaluation algorithms. The stability problems of sequential and pipelined solution methods of the second-order linear recurrences are also studied.     

针对任意传感器失效的反馈设计新方法

本文针对任意传感器的失效，给出了一种反馈设计方法，通过解Ｌｙａｐｕｎｏｖ方程及判定一个不等式的成立，即可给出反馈增益阵的设计，最后用这种方法研究了一个例子。     

散射式浊度测量仪

浊度是一项评定水质的重要技术指标。如何提高测量浊度的精度是国内外一直在研究的问题之一。文章介绍了作者在散射式浊度测量仪设计过程中，为提高浊度的测量精度和稳定性所做的工作。在测量仪的部件（光学系统，电路系统等）设计中，采取了许多特殊方法，使浊度测量的各项精度指标都得到了较大的提高。     

TiO_2对ZrO_2－NiCr金属陶瓷烧结特性和相稳定性的影响

本文研究了ＴｉＯ２掺入对ＣａＯ稳定ＺｒＯ２（简称ＣａＳＺ－ＮｉＣｒ）金属陶瓷烧结特性的影响，测定了ＣａＳＺ－ＮｉＣｒ－ＴｉＯ２金属陶瓷烧结样品的密度和显微硬度，结果表明，ＴｉＯ２的掺入能提高ＣａＳＺ－ＮＩＣｒ金属陶瓷的烧结密度和显微硬度，对ＣａＳＺ－ＮｉＣｒ金属陶瓷有助烧结作用．金相观察表明，ＴｉＯ３的掺入改变了ＮｉＣｒ相在金属陶瓷中的形貌，说明了ＮｉＣｒ与ＣａＳＺ的浸润性有一定的改善．ＸＲＤ和ＥＰＭＡ分析结果显示，ＴｉＯ２偏聚在ＮｉＣｒ金属相中，不影响ＣａＳＺ的稳定性．     

低空大气对连续波干涉仪系统相位稳定性的影响

针对三站连续波干涉仪系统，根据实时测得的系统场区大气折射率漂移数据，应用几何光学方法，从理论上估计了连续波干波仪系统两条微波基线传输的相位稳定性。     

Input-output finite-time stability of time-varying linear singular systems

This paper studies the input-output finite-time stabilization problem for time-varying linear singular systems. The output and the input refer to the controlled output and the disturbance input,respectively.Two classes of disturbance inputs are considered,which belong to L-two and L-infinity.Sufficient conditions are firstly provided which guarantee the input-output finite-time stability.Based on this,state feedback controllers are designed such that the resultant closed-loop systems are input-output finite-time stable.The conditions are presented in terms of differential linear matrix inequalities.Finally,an example is presented to show the validity of the proposed results.     

Adaptive fuzzy decentralized control for nonlinear large-scale systems based on high-gain observer

An adaptive fuzzy decentralized backstepping output-feedback control approach is proposed for a class of nonlinear large-scale systems with completely unknown functions,the interconnections mismatched in control inputs,and without the measurements of the states.Fuzzy logic systems are employed to approximate the unknown nonlinear functions,and an adaptive high-gain observer is developed to estimate the unmeasured states.Using the designed high-gain observer,and combining the fuzzy adaptive control theory with backstepping approach,an adaptive fuzzy decentralized backstepping output-feedback control scheme is developed.It is proved that the proposed control approach can guarantee that all the signals of the closed-loop system are semi-globally uniformly ultimately bounded(SUUB),and that the observer errors and the tracking errors converge to a small neighborhood of the origin by appropriate choice of the design parameters.Finally,a simulation example is provided to show the eectiveness of the proposed approach.     

100 t伸缩臂履带式起重机臂架结构设计和优化分析

为确保100 t伸缩臂履带式起重机臂架结构设计的合理性,采用壳单元建立该起重机的有限元模型,用ANSYS计算臂架结构应力和应变,得到臂架的应力和应变分布,验证臂架的强度和稳定性.在起重机性能满足要求的情况下,以减轻结构自重为优化目标,以截面尺寸为优化设计变量,用ANSYS对臂架进行优化设计.优化设计后的臂架满足设计规范,臂架截面尺寸缩小、自重降低,整机性能得到提高.     

关于饱和软土地基堤坝边坡稳定分析总应力法的讨论

在饱和的软土地基上修筑堤坝,由于孔隙水压力不易准确测定,需采用“φ=0”的总应力法进行稳定分析。这一做法在国外已明确纳入设计规范,在国内工程界较少受到重视,导致过高地估计了安全系数。本文首先系统地回顾了临界状态土力学中的伏斯列夫强度理论,在理论上阐述了饱和软土地基快速填筑时采用总应力法的原因,同时引用了Bishop和Bjerrum、美国联邦公路局、美国陆军工程师团与我国水电水利工程边坡设计规范的相关条文,确认在饱和软土地基采用总应力法进行稳定分析的合理性。以花敖泡土石坝和拉哇水电站围堰为工程实例,分别采用对土的固结不排水剪的两种做法开展稳定性分析,结果表明,直接将土的固结不排水剪强度指标ccu与φcu作为填筑后的强度参数,将严重高估其安全系数。因此建议正在修订的碾压式土石坝与边坡设计规范增加相应条文,并期望引起工程界对这一问题的重视。     

基于山区地质灾害危险性分区的建设用地适宜性评价

地质灾害是建设用地选址时考虑的关键因素之一,也是危险性区划的主要参考要素,其直接或间接危害到人类安全并给社会和经济建设造成重大损失。为了降低建设用地规划中地质灾害的影响,应将地质灾害危险性分区考虑到建设用地适宜性评价当中。以干旱河谷山区丹巴县为研究区,运用确定系数和逻辑回归相结合的方法,构建地质灾害危险性评价体系对该区进行地质灾害危险性分区。选择安全因子、自然因子、社会因子和生态因子共同构成建设用地适宜性评价指标体系,利用层次分析法对研究区进行建设用地适宜性评价。结果表明:(1)对丹巴县进行危险性分区,极高危险区217.20km2,高危险区744.95km2,中度危险区1352.44km2,低度危险区1295.08km2以及极低危险区875.32km2。(2)丹巴县建设用地最适宜区面积为115.72km2,占县域总面积的2.57%,适宜建设的土地少且多集中在小金川、革什扎河、东谷河和大渡河沿岸河谷地区。较适宜区、基本适宜区、较不适宜区和禁止建设区面积分别为683.47km2、623.21km2、590.66km2、2494.21km2。(3)已建成的城镇空间中38.50%和37.62%分布在最适宜区和较适宜区,整体分布状况良好。有5.85%的城镇空间建设在较不适宜区,2.67%在禁止建设区,存在生态安全风险,该区域应加强灾害预警与防灾减灾工作,有条件地适度搬迁。