基于宏观基本图的路网多子区状态一致协同控制

针对基于宏观基本图(MFD)的路网多子区协同控制未考虑各子区拥堵状态差异性及均衡性的问题，本文提出以多子区状态可达一致为目标的子区边界状态反馈控制设计方法. 首先，基于路网 MFD模型建立路网多子区协同模型；进一步，基于部分变量稳定性理论，设计多子区状态可达一致的边界状态反馈控制律.在此基础上，考虑子区拥堵状态的差异性，设计了子区间的协同控制策略，快速缓解子区拥堵状态；同时，提出子区边界输入流的分配优化策略.最后，以潍坊市实际路网为背景建立仿真模型.实验结果表明，本文方法可实现子区交通流分布的均衡性，快速缓解子区拥堵状态，较大幅度地提升路网运行效率.     

奇摄动三阶非线性边值问题

利用微分不等式技巧和Volterra型积分算子，研究了三阶非线性奇摄动边值问题εx^(3)=f(t,x,x′,w(ε）x^(3)，ε），g（x′（0），x″（0）=0，x（1）=A，x′（1）=B的存在性及渐近估计。     

非圆弧滑面滑坡中满足平衡条件的预应力锚索设计拉力的确定方法

在以往的设计计算中 ,对非圆弧滑坡预应力锚索的设计一般采用指定设计外力而根据整体平衡来确定锚索根数 ,并认为锚索作用力以集中荷载作用在滑面上 ,实际上由于作用在地面的荷载经滑体传递后发生了很大的扩散作用 ,且以往的计算方法是不能找到理论依据的 ,即不满足任何力及力矩的平衡条件 ,因而不尽合理 ,本文根据其受力特点从平衡条件出发 ,导出了确定锚索设计外力的迭代算法公式 ,对工程实际具有较大的理论意义。     

免烘干密封胶在汽车涂装线的应用

文章详细阐述了一种免烘干的硅烷改性聚合物密封胶的产品特性、技术条件,并结合某汽车生产线应用实例,总结了该密封胶的施工条件、注胶设备及与高温密封胶的比较等。     

表面损伤斜拉索雷诺数临界区气动力与流场分析

斜拉索由于具有自身质量轻、结构刚度差、结构阻尼小和自身长细比大的特点，极容易发生风（雨）致振动，对桥梁结构的安全性能产生很大的影响，而斜拉索作为斜拉桥的重要受力构件，准确掌握其风荷载对于桥梁抗风设计具有重要意义，特别是斜拉索在生产、运输和安装过程中表面可能受到损伤，该斜拉索在临界雷诺数区的气动力特性和流场特性更是值得研究的问题。针对此种状况，通过同步测力风洞试验，对表面无损伤斜拉索模型和表面损伤斜拉索模型在不同风攻角下的升力系数进行时程分析，得到边界层转捩的3个区域；将升力系数时程进行快速傅里叶变换计算得到升力时程频谱图，并通过频谱图分析随机信号的频域特征；对比从雷诺数亚临界、临界到超临界区表面无损伤和表面损伤斜拉索的流场变化，并从周围流场变化的角度分析雷诺数临界区斜拉索气动稳定性及可能的机理。研究结果表明：表面无损伤和表面损伤模型的升力系数随雷诺数的变化规律基本一致，二者的升力时程在TrBL0向TrBL1阶段和TrBL1向TrBL2阶段过渡过程中会出现双稳态现象，损伤会影响斜拉索尾流区旋涡脱落的情况，进而对不同雷诺数下的Strouhal数值变化产生一定的影响。     

船闸引航道水力与停泊条件的分析

随着船闸水头提高,闸室尺度加大,阀门快速启闭,输水流量大,引航道的水力条件成为控制因素。因此,根据规范要求,采用计算分析、对比和论证的方法,根据船闸水头、尺度及运输条件,计算分析闸室与引航道停泊条件的差异,相同航道等级不同闸室尺度引航道停泊条件等。结果表明:随着船闸水头提高与闸室尺度的加大,应重视引航道的水力条件;引航道断面设计不只与船型尺度有关,应与输水流量联系起来;当引航道船舶(队)不满足停泊条件时,有一系列改善措施,可供选择应用。     

三峡枢纽泄洪、船闸输水及电站调峰对通航条件的影响

回顾了三峡枢纽通航水流条件的研究工作,介绍了研究的进展和取得的成绩,指出了存在的问题和努力的方向。     

桥梁结构连同地基的整体计算方法

本文提出将桥梁上部结构、下部结构和基础连同地基整体计算的方法     

Initial results from long-term measurements of atmospheric humidity and related parameters in the marine boundary layer at two locations in the Gulf of Mexico

Measurements of boundary layer moisture have been acquired from Rotronic MP-100 sensors deployed on two NDBC buoys in the northern Gulf of Mexico from June through November 1993. For one sensor, which was retrieved approximately 8 months after deployment, the post- and precalibrations agreed closely and fell well within WMO specifications for accuracy. The second sensor operated continuously from June 1993 to February 1997 (3.5 years). Buoy observations of relative humidity and supporting data were used to calculate specific humidity and the surface fluxes of latent and sensible heat. Specific humidities from the buoys were compared with observations of moisture obtained from nearby ship reports, and the correlations were generally high (0.7–0.9). Surface gravity wave spectra were also acquired. The time series of specific humidity and the other buoy parameters revealed three primary scales of variability, small (h), synoptic (days), and seasonal (months). The synoptic variability was clearly dominant and occurred primarily during September, October, and November. Most of the synoptic variability was due to frontal systems that dropped down into the Gulf of Mexico from the continental US followed by air masses which were cold and dry. Cross-correlation analyses of the buoy data indicated that: (1) the moisture field was highly coherent over distances of 800 km or more in the northern Gulf of Mexico; and (2) both specific humidity and air temperature served as tracers of the motion associated with propagating atmospheric disturbances. These correlation analyses also revealed that the prevailing weather systems generally entered the buoy domain from the South prior to September, but primarily from the North thereafter. Spectra of the various buoy parameters indicated strong diurnal and semidiurnal variability for barometric pressure and sea surface temperature (SST) and lesser variability for air temperature, wind speed and significant wave height. The surface fluxes of latent and sensible heat were dominated by the synoptic events which took place from September through November with the transfer of latent heat being primarily from the ocean to the atmosphere. Finally, an analysis of the surface wave observations from each buoy, which included calculations of wave age and estimates of surface roughness, indicate that major heat and moisture flux events coincide with periods of active wave growth, although the data were insufficient to identify any causal relationships.     

分层饱和土中横向受荷桩动力阻抗分析方法

考虑饱和土的成层性和孔隙流体与土骨架变形的相互作用,用积分变换方法构建盘面和柱面荷载作用下土体与结构动力相互作用影响函数,用边界元方法建立相应的考虑饱和土成层性的地基与桩基础动力相互作用分析方法。以层状饱和土中横向受荷桩动力阻抗分析表明分析方法的可行性。