高非线性度向量弹性函数

利用已知弹性函数级联上高非线性度多输出布尔函数的方法构造（n,m,t）弹性函数,其非线性度为2^n-1-2^n-l/2-1＋2^l/2.nlmax（n-l,m,t）,在相同条件下改进了Kurosawa的非线性度2^n-1-2^n-l/2-1.特别地,本文构造了两类具体的向量弹性函数,得到两个不同的非线性度.本文所得函数的非线性度在大多数情况下是比较好的.     

Packet Queueing Delay in Resilient Packet Ring Network Nodes

The packet queueing delay is one of the most important performance measures of a data network and is also a significant factor to be considered in the scheduling buffer design for a network node. This paper presents a traffic queueing model for resilient packet ring (RPR) networks and a method for quantitatively analyzing queueing delays in RPR nodes. The method was used to calculate the average queueing delays of different priority traffic for different transit queue modes. The simulations show that, in the transmit direction, lower priority traffic is delayed more than higher priority traffic, and that Class-A traffic is delayed more in a single-queue ring than in a dual-queue ring. In the transit direction, the secondary transit buffer in the dual-queue ring contributes more to the traffic delay than the primary transit buffer in the single-queue ring, which in turn causes more delay than the primary transit buffer in the dual-queue ring.     

CFRP加固钢绞线-钢筋混凝土剪力墙性能

为了探讨采用碳纤维布加固塑性铰区对钢绞线-钢筋混凝土剪力墙抗震性能的影响，制作了2个钢绞线-钢筋混凝土剪力墙试件，通过拟静力加载试验，研究了碳纤维布加固塑性铰区的钢绞线-钢筋混凝土剪力墙的抗震性能及其可恢复性能。研究结果表明：采用碳纤维布加固剪力墙塑性铰区可以有效提高钢绞线-剪力墙的承载能力和侧向变形能力，而且在高轴压比作用下对提高其承载能力效果更好，滞回环更加饱满，耗能能力有一定的提高，但对其残余变形没有明显影响。     

结构抗震设计的新概念——可恢复功能结构

可恢复功能结构是一种新型的减震控制结构,它不仅能在地震时保护人们的生命财产安全,也能帮助人们在大地震之后,尽快恢复正常生活,是结构抗震设计的一个理想的新方向.可恢复结构体系主要包括可更换结构构件,摇摆结构,以及自复位结构等.针对21世纪以来国内外可恢复结构体系的研究现状进行了综述分析,详细介绍了正在研究的两种双肢剪力墙...     

Construction of Resilient Functions

Based on the relationship Between nonlinearity and resiliency of a multi-output function, we present a method for constructing nonintersecting linear codes from packing design. Through these linear codes, we obtain n-variable, moutput, t-resilient functions with very high nonlinearity. Their nonlinearities are currently the best results for most of cases.     

一类不确定中立型时滞系统的弹性保性能控制

研究了一类含有离散时滞和分布时滞的不确定中立系统的弹性保性能控制.所设计的控制器对于所允许的不确定性和控制器增益的可能变化,能保证闭环系是统渐近稳定的且性能指标上界不超过某个常数.最后,数值例子说明了所设计控制器的有效性和可行性.     

高层住区外环境的可持续发展研究

本文在剖析当代高层住区外环境面临问题的基础上，通过对弹性规划、生态系统和各要素和谐共生等三方面的深入探讨，努力寻找出高层住区外环境建设的发展之路，使现代高层住区外环境在发展中能融入城市的整体环境，走上良性循环的可持续发展道路。     

Failed disk recovery in double erasure RAID arrays

Reliability is a major concern in the design of large disk arrays. In this paper, we examine the effect of encountering more failures than that for which the RAID array was initially designed. Erasure codes are incorporated to enable system recovery from a specified number of disk erasures, and strive beyond that threshold to recover the system as frequently, and as thoroughly, as is possible. Erasure codes for tolerating two disk failures are examined. For these double erasure codes, we establish a correspondence between system operation and acyclicity of its graph model. For the most compact double erasure code, the full 2-code, this underlies an efficient algorithm for the computation of system operation probability (all disks operating or recoverable).When the system has failed, some disks are nonetheless recoverable. We extend the graph model to determine the probability that d disks have failed, a of which are recoverable by solving one linear equation, b of which are further recoverable by solving systems of linear equations, and d−a−b of which cannot be recovered. These statistics are efficiently calculated for the full 2-code by developing a three variable ordinary generating function whose coefficients give the specified values. Finally, examples are given to illustrate the probability that an individual disk can be recovered, even when the system is in a failed state.     

城市轨道交通车辆弹性车轮的开发研究

通过整体车轮和弹性车轮与轨道垂向耦合动力学仿真和振动模态及声学特性分析 ,对弹性车轮减振降噪机理进行了研究 .对研制的承剪型弹性车轮与整体车轮的声学特性进行了试验比较 ,结果证实了该弹性车轮在降低轮轨振动噪声方面显示的优良性能     

硬质沥青混合料动态、静态模量的试验研究

采用针入度为10/20的硬质沥青和石灰岩集料制备高模量沥青混合料,同时选择了一种PG76—22的SBS改性沥青,进行性能对比。基于体积法的配合比设计完成后,采用马歇尔稳定度试验、车辙试验、三点弯曲试验、间接拉伸试验来评价硬质沥青混合料的高温性能、低温性能和水稳定性。静态回弹模量与动态复数模量均采用单轴压缩试验来完成,采用不同的加载模式,回弹模量采用7级静态加载,复数模量采用不同频率的正弦波动态加载。深入研究了温度对两种模量的影响。基于反曲函数绘制了动态模量主曲线,同时采用Cole-Cole平面分析硬质沥青混合料的黏弹特征。研究认为,硬质沥青可以制备抗车辙性能优异的高模量沥青混合料,相同温度下,硬质沥青混合料的复数模量均高于SBS改性沥青混合料,但37.8℃以上温度时,硬质沥青混合料的黏性流动比例较大。