���Ǹ��ٹ�·�Գ��в�ҵ��չ��Ӱ���о�

环城高速公路作为联结城市内外部交通的枢纽，直接影响着城市的产业发展规划与布局，是促进城市社会经济发展的重要基础设施.其建设带动了城市交通经济的一体化发展.本文着重说明了环城高速公路的规划建设及其沿线产业带的形成在促进城市产业布局优化和产业结构调整中的作用;描述和分析了环城高速公路促进城市产业发展的机理，建立了相应的交通经济多因素灰关联矩阵模型，并引用沈阳环城高速公路建设的实例进行了具体分析和论证.     

二次B样条曲线的反问题求解

本文给出二次均匀 B 样条曲线反问题解法的两种计算格式,并给出稳定性分析;导出二次非均匀 B 样条曲线的矩阵表达式及反问题求解方法.     

公交专用道对城市路网的影响及综合效益研究

本文基于时空消耗概念,提出了公交专用道设置后路网容量修正公式;根据Logit模型和交通阻抗函数分析出公交专用道将有助于优化城市居民出行交通结构;指出不同等级道路交通流车辆组成将重新分配.引进公交专用道规划前评价和设置后评价理念;建立多级指标层次结构图,建议采用层次分析法和模糊数学进行综合效益评价.     

卡托普利对系膜增殖型肾炎家兔系膜基质的影响

目的　探讨血管紧张素转换酶抑制剂卡托普利对系膜增殖型肾炎家兔系膜细胞增殖、系膜基质增多的影响及其机制。方法　将雄性日本大耳白兔 2 4只随机分成正常对照组、病理模型对照组和卡托普利治疗组。建立家兔系膜增殖型肾炎模型。双缩脲法测定卡托普利对系膜增殖型肾炎家兔 2 4h尿蛋白排泄量的影响 ;放免法测定血浆中内皮素 (ET 1)及降钙素基因相关肽 (CGRP)的水平 ;自动图像分析仪测定各组肾小球的定量指数、系膜基质指数 ;用免疫组化法观察肾组织增殖性细胞核抗原 (PCNA)表达。结果　与病理模型对照组相比 ,卡托普利治疗组家兔 2 4h尿蛋白排泄量明显下降 (P <0 .0 5 ) ,系膜面积显著减少 (P <0 .0 5 ) ,ET 1降低、CGRP升高 (P <0 .0 5 ) ,PCNA阳性细胞数减少 (P <0 .0 5 )。结论　卡托普利通过调节内皮素与降钙素基因相关肽病理性改变 ,减少系膜细胞的增殖及系膜基质的增多 ,对系膜增殖型肾炎家兔起到保护作用。     

常浒河矮塔斜拉桥索力优化

针对矮塔混凝土斜拉桥结构受力特点,依据影响矩阵调值原理,应用MIDAS/CIVIL2010"未知荷载系数"模块,对常熟常浒河混凝土矮塔斜拉桥工程进行了成桥索力优化。分析结果表明,该方法可以方便地得到满足设计要求的合理成桥索力,且便于施工过程索力优化与结构内力的控制。     

Designing H ∞/GH 2 static-output feedback controller for vehicle suspensions using linear matrix inequalities and genetic algorithms

This paper presents an approach to design the H _∞/GH ₂ static-output feedback controller for vehicle suspensions by using linear matrix inequalities (LMIs) and genetic algorithms (GAs). Three main performance requirements for an advanced vehicle suspension are considered in this paper. Among these requirements, the ride-comfort performance is optimized by minimizing the H _∞ norm of the transfer function from the road disturbance to the sprung mass acceleration, while the road-holding performance and the suspension deflection limitation are guaranteed by constraining the generalized H ₂ (GH ₂) norms of the transfer functions from the road disturbance to the dynamic tyre load and the suspension deflection to be less than their hard limits, respectively. At the same time, the controller saturation problem is considered by constraining its peak response output to be less than a given limit using the GH ₂ norm as well. A four-degree-of-freedom half-car model with active suspension system is applied in this paper. Several kinds of H _∞/GH ₂ static-output feedback controllers, which use the available sprung mass velocities or the suspension deflections as feedback signals, are obtained by using the GAs to search for the possible control gain matrices and then resolving the LMIs together with the minimization optimization problem. These designed H _∞/GH ₂ static-output feedback controllers are validated by numerical simulations on both the bump and the random road responses which show that the designed H _∞/GH ₂ static-output feedback controllers can achieve similar or even better active suspension performances compared with the state-feedback control case in spite of their simplicities.     

An optimal pole-matching observer design for estimating tyre–road friction force

In this paper, considering the dynamical model of tyre–road contacts, we design a nonlinear observer for the on-line estimation of tyre–road friction force using the average lumped LuGre model without any simplification. The design is the extension of a previously offered observer to allow a muchmore realistic estimation by considering the effect of the rolling resistance and a term related to the relative velocity in the observer. Our aim is not to introduce a new friction model, but to present a more accurate nonlinear observer for the assumed model. We derive linear matrix equality conditions to obtain an observer gain with minimum pole mismatch for the desired observer error dynamic system. We prove the convergence of the observer for the non-simplified model. Finally, we compare the performance of the proposed observer with that of the previously mentioned nonlinear observer, which shows significant improvement in the accuracy of estimation.     

桩径对Mindlin附加应力系数的影响分析

基于Mindlin理论关于点荷载附加应力系数的解析解答,研究不同土体泊松比、桩长条件下桩径对Mindlin附加应力系数的影响规律,确定不同偏差标准下必须考虑桩径影响的最小范围,并给出需考虑桩径影响最小范围的拟合公式。研究结果表明,土体泊松比Mindlin附加应力系数总体影响较小,统一采用0.35土体泊松比引起附加应力计算偏差一般不超过5%;Midlin附加应力计算中,必须考虑桩径影响的最小范围主要与桩径相关,且随桩长的增加而增大;分别采用1%和5%误差标准时,必须考虑桩径影响的最小范围分别为桩径的13.6倍和6.41倍。     

Zgv上（gv，，g，3，λ）-Mendelsohn差族的存在谱

差族是组合设计理论中一类十分重要的设计，利用差族可以有效地构做其他各类设计．给出了Zgv上（gv，g，3，λ）-Mendelsohn差族存在的充分必要条件．