Conflict Pattern Analysis: Preparing the Ground for Participation in Policy Implementation

The participation of non-state actors in implementation processes is often understood as a means to increase compliance efficiency. But the implementation of spatial policies frequently focuses on pre-established goals, processes and instruments and thus renders difficult open discourse and shared decision-making. This paper introduces conflict pattern analysis (CPA) as a tool that supports the analysis of the actual actor constellation in order to define efficient approaches that avoid common problems of participatory processes. CPA is a semi-formalised method that helps to identify key-actors, their relations and interaction amongst each other as well as their core beliefs, interests and resources. It aggregates this information to interaction patterns that can be compared, classified and linked to different participatory methods on a theoretically informed basis. Particularly on the local and regional level, this could be the first step for successful (participatory) implementation strategies.     

Samples Selection for Artificial Neural Network Training in Preliminary Structural Design

An artificial neural network (ANN) is applied in the preliminary structural design of reticulated shells. Major efforts are made to enhance the generalization ability of networks through well-selected training samples. Number-theoretic methods (NTMs) are adopted to generate samples with low discrepancy, i.e.uniformly scattered in the domain, where discrepancy is a quantitative measurement of the uniformity. The discrepancy of the NTM-based sample set is 1/6-1/7 that of samples with equal spacing. In a case study,networks trained by NTM-based samples are compared with those trained by equal-spaced samples in generalizing performance. The results show that both the computational precision and stability of the former ANNs are more satisfactory than those of the latter. It is concluded that the flexibility of ANNs in generalizing can be effectively increased by use of uniformly distributed training samples rather than simply piling data.More reliable uniformity should be obtained, however, through NTMs instead of equal-spaced samples.     

人工神经网络紫外分光光度法同时测定苯和甲苯

应用三层ANN_BP网络解析苯和甲苯的吸收光谱 ,不经分离 ,用紫外分光光度法同时测定苯和甲苯 .使用改进的BP算法 ,避免了神经网络学习过程中可能产生的麻痹现象 ,提出了目标向量的简单变换方法及便于网络参数选择的收敛评价函数 .实验验证了方法的有效性 ,同时表明 ,苯在 0 - 72 0mg/L和甲苯在 0 - 84 0mg/L范围内服从比尔定律     

神经网络自适应控制器设计

对前馈神经网络用于动态系统的辨识、自适应控制进行了分析和数学推导，给出了自适应神经网络控制器的设计方法．最后通过仿真实例进行了说明．     

无线异类数据网服务质量体系结构解决方案

设计了一套具有高性能的适合于移动数据网（超2．5G）和无线本地区域网（WLAN）组成的综合数据网的网络体系结构，提供基于预留端到端的QoS模型，使用带宽适应算法支持端到端的QOS，提高了系统资源的利用率，减少了呼叫拥塞概率和交接丢包概率，解决了2个系统QoS类不匹配等问题，平衡了2个系统的传输能力。     

基于多项式的函数序列一致收敛的性质

针对文中一个关于多项式函数序列一致收效性质的命题，提出了若改变区间条件或对多项式作一定的限制，则谊命题不成立．并得出在一定条件下，多项式序列必定一致收敛于多项式。     

可压缩流体网络的建模方法

本文运用网络分析手段,首次提出了任意拓扑结构可压缩流体网络动态特性的建模方法.该方法突破了目前在流体网络分析中普遍采用的“小扰动”线性化处理方法的局限。     

Systems and organizations: Distal and proximal thinking

The paper introduces the contributions to this special issue ofSystems Practice on Systems and Organizations: New Directions in terms ofdistal andproximal thinking. Distal thinking refers to ready-made concepts, to the finished effects and outcomes of thought and action; proximal thinking, to process and event, to the continuous and unfinished. The papers presented here deal with various aspects of the distal/proximal distinction in social systems and organizations, and especially draw out the implications of recent work in information technology, sociology of technology, accounting theory, and organization studies for a proximal conception of systems and organizations.     

关于拉氏积分计算中的条件验证谈《微积分学教程》中的一处错误

菲赫金哥尔茨著《微积分学教程》中在计算拉普拉斯积分中称根据更序定理可施行积分次序的变更以求其值,原书未作验证。本文指出该积分不满足更序定理的条件,但在去掉积分变量t的下限O这一点后,积分就满足定理的条件了,然后通过极限步骤以求积分的值。     

均布荷载作用下简支组合梁受力机理分析

为了揭示组合梁在均布荷载作用下的受力机理,考虑弯曲和滑移耦合变形,建立组合梁滑移受力机理模型.首先,以单跨简支组合梁为研究对象,探讨组合梁变形与滑移规律、横截面内力分布及结合部传力机理;然后,分析截面尺度、界面刚度与荷载加载面对组合梁受力机理的影响.结果表明：混凝土板抗剪和抗弯作用在房建组合梁中较明显,在桥梁组合梁中可忽略;随着界面刚度比的增加,简支组合梁的曲率、转角、挠度和滑移均减小;混凝土板和钢梁轴力同步增大,混凝土板剪力增大而钢梁剪力减小,混凝土板、钢梁弯矩减小而轴力力偶增大;结合部界面切向力增大而界面法向力基本不变;相较于按自质量分配荷载,均布荷载由混凝土板承担时界面压力增大,由钢梁承担时则界面受拉,应注意验算界面抗拉拔性能.