Robust Stable Fuzzy Control via Fuzzy Modeling and Feedback Linearization with Its Applications to Controlling Uncertain Single-link Flexible Joint Manipulators

In this paper, a robust stable fuzzy control design based on feedback linearization is presented. Takagi–Sugeno fuzzy model is used as representing the nonlinear plant model and uncertainty is assumed to be included in the model structure with known bounds. For this structured uncertainty, the closed system can be analyzed by applying the perturbation system stability analysis to the fuzzy feedback linearization systems and a sufficient condition is derived to guarantee the stability of the closed-loop system with bounded parameter uncertainties. Based on the developed analysis method, we can design a robust fuzzy controller by choosing the control parameters satisfying the robust stability condition.     

钢管混凝土柱框支剪力墙结构应用的设计探讨

钢管混凝土柱是一种具有承载力高、抗震性能好等突出优点的结构构件，但在高层建筑框支剪力墙结构中的应用尚属开始阶段．本丈对框支剪力墙在采用钢管混凝土框支柱和钢筋混凝土框支柱的情况下，分别比较其对框支剪力墙结构的受力性能影响．通过分析比较得出：其内力变化规律仍然基本符合传统框支剪力墙的受力概念．因此，对现行规范有关框支剪力墙结构的构造规定进行局部调整后．可适宜采用钢管混凝土柱的框支剪力墙结构．本文还提出了一种受力明确、设计合理的节点形式及其设计，解决了钢管混凝土柱在高层建筑框支剪力墙结构中应用的关键问题.     

Use of FRP for RC Frames in Seismic Zones: Part II. Performance of Steel-Free GFRP-Reinforced Beam-Column Joints

The use of FRP as reinforcement in concrete structures has been growing rapidly due to its advantages over conventional steel reinforcement (e.g., corrosion resistance, light weight, magnetic neutrality). A potential application of FRP reinforcement is in structural concrete frames. However, current seismic design standards and detailing criteria for beam-column joints were established for steel reinforcement and may be unsuitable for FRP reinforcement due to its different mechanical properties. During recent earthquakes, many structural collapses were initiated or caused by beam-column joint failures. Since there are no detailed specifications for the application of FRP reinforcement in seismic zones, research is needed to gain a better understanding of the behaviour of FRP-reinforced concrete under seismic loading. In this study, two full-scale beam-column joint specimens reinforced with steel and GFRP, respectively, were tested in order to investigate their performance in the event of an earthquake. The control steel-reinforced specimen is detailed according to the Canadian Code (CSA A23.3-94) recommendations. The GFRP-reinforced specimen is detailed in a similar scheme but using a GFRP grid. The behaviour of the two specimens under reversed cyclic loading, their load-storey drift envelope relationship and energy dissipation ability were compared. The GFRP-reinforced specimen showed a predominantly elastic behaviour up to failure. While its energy dissipation was low, its performance was acceptable in terms of total storey drift demand.     

浅析消防联动控制系统设计

分析介绍了消防水泵、电动防火卷帘、防烟排烟设施、非消防电源断电、电梯等设施的联动控制系统的设计方法，并提出了设计中应注意的问题和合理化建议。     

基于非对称阿基米德Copula的多变量水文干旱联合概率研究

推导了5种常用3维非对称阿基米德Copulas函数的条件Copulas和密度函数,阐述了这类Copulas函数研究水文干旱特性联合分布的应用技术问题。以渭河流域北洛河状头站的径流序列为例,干旱变量的边际分布参数分别采用矩法、概率权重法、极大似然法和遗传算法进行计算和选优,并进行了分布函数拟合度检验。变量相依性的度量表明干旱变量间有较强的相依性;根据AIC,BIC和RMSE准则,M12 Copula拟合效果最优。最后,进行了M12 Copula的拟合度检验,计算了北洛河状头站3维水文干旱变量组合的联合概率、条件概率和相应的重现期。     

一种新型超磁致压电混合精密位移机构的研究

为了研究大步距高精度精密位移机构,利用超磁致伸缩材料和压电陶瓷材料在驱动原理和使用方法上的相似性,提出一种超磁致伸缩材料与压电叠堆组成的混合驱动精密位移机构,介绍了机构运动原理及控制方式,制作了试验样机.测试表明,所研制的混合精密位移机构能实现双向可控运动,单步前进最大位移可达20μm,调节驱动电压可控制单步位移量,能满足大步距、高精度的驱动要求.     

材料力学性能对液力胀接过程的影响分析

为寻求装配式空心凸轮轴结构设计和材料选择的理论依据,应用弹塑性力学分析了弹性模量和流动应力对液力胀接的影响.将内外管的变形过程简化为平面应变问题,根据典型点应力-应变曲线分析了液力胀接过程,并给出了不同材质套管的连接条件.研究结果表明:影响液力胀接的主要因素是内外管弹性模量和流动应力,这两个材料参数决定胀后内外管弹性回复量的大小;实现液力胀接内外管应满足的条件是:内外管弹性模量的比值大于内外管流动应力的比值.     

两种不同焊丝对7A05铝合金焊接性的影响

选择两种焊丝,对Al Zn Mg系合金7A05 T6进行焊接性研究。焊接裂纹试验结果表明,采用两种焊丝焊接7A05合金时,接头均具有较好的抗热裂纹敏感性。两种焊丝焊接接头的拉伸强度均为母材强度的75%以上,经过时效处理的焊接接头力学性能有了明显的提高。分析认为微观组织中沉淀物质点越小,均匀分散到晶界上越多,接头的拉伸强度越高。     

A Method for Automatically Establishing a Mathematical Model of Kinematic Analysis to a Planar Mechanism with a Multiple Joint and Prismatic Pair

A method for automatically establishing a mathematical model of kinematic analysis to a planar mechanism with multiple joint and prismatic pair is presented.The breadth(or depth) first search spanning tree can be obtained based on an adjacency matrix of the mechanism.Then the kinematic chain(or mechanism)’s basic loops can be obtained.On the basis of these basic loops,a mathematical model of kinematic analysis can be established and solved automatically.In the sense of a calculative mechanism,structural analysis of the kinematic chain relates to the kinematic analysis of a mechanism.Thus,an effective way is supplied to the given mechanism’s kinematic analysis for automatic modeling and solving,and a method is supplied to the structural type to optimize kinematic synthesis.     

天然气置换后铸铁管承插接口漏气对策

分析了天然气置换人工煤气后铸铁管道承插接口漏气原理,介绍了4种解决方案:管道更换、PE管内衬、接口修补及燃气加湿,对其进行了技术经济比较。