CPU桥ASIC设计中CPU模拟器的设计

功能模拟是设计高性能微处理器接口ＡＳＩＣ芯片的重要环节,目的是消除ＡＳＩＣ的功能性设计错误。为了更好地对ＡＳＩＣ芯片进行模拟,需要灵活、方便、能够体现微处理器行为的ＣＰＵ模型,文章将介绍了对一个ＣＰＵ行为模拟器的开发。     

STABILIZATION OF A CLASS OF NONLINEAR NON‐MINIMUM PHASE SYSTEMS

This paper tackles the problem of stabilization of a class of non‐minimum phase nonlinear systems which have zero dynamics with an eigenvalue zero of multiplicity 2. By adding some new terms, called cross terms, we are able to generalize the concept of the Lyapunov function with a homogeneous derivative along the trajectory, which was introduced in [4], to produce a suitable Lyapunov function. The Lyapunov function assures that the stability of an approximate system, which consists of some lower order terms of a nonlinear system with an eigenvalue zero of multiplicity 2, implies the stability of the whole system. Applying these to non‐minimum phase zero dynamics of nonlinear systems with such a center, a sufficient condition and a design method of state feedback control are obtained for stabilizing the systems.     

Dynamic problems of shape optimal design for shallow curved plates

The problem of optimal structural design of shallow thin-walled elements such as curved rectangular plates are formulated and solved for dynamic conditions. The distribution of the initial curvature of shallow plates in a nonstrained state is taken as the control function. Dynamic compliance is considered as the minimized performance functional. Optimality conditions are derived for the distributed parameter system considered and applied for the construction of the analytical solution. The rigorous analysis of extremum conditions and behavioural equations shows that the initial optimization problem is decomposed into several problems of classical structural analysis, which can be successfully solved analytically. Some optimal designs obtained for rectangular plates under stretching and bending, and a plate lying on an elastic foundation and subjected to lateral forces are presented. Received: November 27, 1998     

The grammar of action and reversal errors in children's printing.

36 left-handed and 36 right-handed kindergarten children were asked to print after seeing a series of reversible letters and numbers presented individually on slides or flash cards. Regardless of handedness, both groups of Ss found the left–right orientation cues of the same letters and numbers difficult to recall. This challenges a proposal expressed in the "grammar of action" that claims that certain reversal errors in children's printing result from the inappropriate application of the horizontal motor rule, because although left- and right-handed children use this rule, they do so in different ways and therefore should have produced different errors. Another sample of 86 right-handed children from nursery school through Grade 1 was given the same printing task. Findings from this 2nd sample provide an additional challenge to the grammar of action by showing that reversals of the letter N, which are also thought to result from a misapplication of motor rules, decrease in frequency along with reversals of other letters and numbers, instead of increasing as predicted, during the developmental period when the motor rules that are said to be responsible for reversals of this particular letter become more strongly established. (21 ref) (PsycINFO Database Record (c) 2010 APA, all rights reserved)     

山梨酸废水的生化处理

山梨酸生产废水有机浓度高、可生化性好、含盐量高。废水中CODCr为8000-16500mg/L，B/C≥0.5，含盐量≥15g/L。本工程通过淹没式厌氧生物滤池和膜分离活性污泥法处理，CODCr总去除率高达93%-99%，出水CODCr≤300mg/L，达到GB8978-1996《污水综合排放标准》行业二级排放标准，顺利通过当地环保部门的验收。     

三塔斜拉-自锚式悬索连续协作体系桥方案设计

目前斜拉-自锚式悬索连续协作体系桥梁在实际工程中应用很少,大多数停留在方案设计阶段。针对汉中市西二环大桥,提出了三塔斜拉-自锚式悬索连续协作体系桥方案。该桥型不仅兼备了斜拉桥和自锚式悬索桥的优点,又有其自身结构新颖、经济美观的特点。文章对该桥进行了方案比选设计,对推荐采用的三塔斜拉-自锚式悬索连续协作体系桥提出了初步的施工方法。     

二维数学模型在漕河大桥防洪评价中的应用

采用二维数学模型对漕河洪泛区进行了模拟计算,分析漕河大桥建设对河道防洪产生的影响,同时分析大桥自身的设防标准是否满足要求,并提出可行的肪治与补救措施,为项目审批和建设提供了有力的科学依据。     

泵房深基坑结构变形特性及支护方案研究

以越南湄公河支流入海口火力发电厂循环水泵房的深基坑工程为例,分析得出沿海基坑工程土质类型基本特点为含水量高,强度小,基岩深度大,结构受到土体物理力学性能影响大;深基坑开挖引起围护结构侧向变形、基坑底部隆起以及开挖后引起地面沉降,变形量受开挖深度、围护方式等因素的影响;水位下降引起土体应力重分布,产生主、被动土压力以及渗透力;沿海深基坑工程适宜采用格构式布置水泥搅拌桩或排桩+钢筋混凝土内支撑进行围护。     

基于GBSAR的微变形监测系统应用研究

地基合成孔径甫达系统（GBSAR）作为一种新型的对地形变监测设备,通过合成孔径技术和步进频率技术实现雷达影像方位向和距离向的高空间分辨率,获得亚毫米级微变形监测精度。介绍了基于GBSAR地基快速雷达做变形监测系统的原理和应用模式,然后通过大坝溃坝模拟实验、高建筑物风偏变形和桥梁负载微变形实验分析验证了该系统可有效应用于多个变形监测领域。