CFG桩平面布置初探

结合几种常见的基础形式，对CFG桩平面布置的方式进行了归纳和总结；对具体步骤进行了较为详尽的阐述，分析了平面布置中需注意的几个问题；对条形基础，提出了安排布置的思路和计算公式。     

应用遥感信息复合方法的森林分类和动态监测研究

在森林资源清查和动态监测中，一般要求能识别树种、在树种复杂时也要求识别到树种组。成图时要求可直接使用几何精度高、类型边界清晰的中比例尺如１：２．５万的影像图。为了满足生产的需要，我们进行了遥感信息复合、遥感与非遥感信息复合及复合方法等实用技术应用的研究。实验中应用了ＭＳＳ与ＴＭ卫星图像、ＴＭ不同时相的图像、ＴＭ与Ｓｐｏｔ的复合，及复合前后信息特征变化的定量分析等研究。从而为最优波段组合、特征信息提取方法提供了基础。在动态分析中主要进行了采伐迹地、林墙、迹地更新等方面的测定，并对测定精度进行了评估。     

Simultaneous determination of aquifer parameters and zone structures with fuzzy c-means clustering and meta-heuristic harmony search algorithm

This study proposes an inverse solution algorithm through which both the aquifer parameters and the zone structure of these parameters can be determined based on a given set of observations on piezometric heads. In the zone structure identification problem fuzzy c-means (FCM) clustering method is used. The association of the zone structure with the transmissivity distribution is accomplished through an optimization model. The meta-heuristic harmony search (HS) algorithm, which is conceptualized using the musical process of searching for a perfect state of harmony, is used as an optimization technique. The optimum parameter zone structure is identified based on three criteria which are the residual error, parameter uncertainty, and structure discrimination. A numerical example given in the literature is solved to demonstrate the performance of the proposed algorithm. Also, a sensitivity analysis is performed to test the performance of the HS algorithm for different sets of solution parameters. Results indicate that the proposed solution algorithm is an effective way in the simultaneous identification of aquifer parameters and their corresponding zone structures.     

3种附属管排布方式对主管路水动力特性的影响

【目的】研究均匀流多管束干涉流动下圆柱受迫振动的水动力特性。【方法】基于SSTκ-ω模型,在亚临界雷诺数下(Re=1×10⁵)对多管束共振强迫的涡激振动问题进行二维数值模拟,比较与分析三种典型附属管排布方式对主管路流体动力学特征的影响。【结果与结论】采用模型3下的附属管排布方式可在较大范围的振幅比下(A_y/D=0.1~0.8)有效改善主管路水动力特性:1)有效降低主管路上平均升力系数的幅值;2)抑制在单管路系统中出现的脉动升力系数突变衰减。同时,由于多管束对流动产生干涉效应,主管路上表现的尾迹涡度随着振动幅度的增大而呈现出不同的模式。此外,功率谱密度分析发现,多管束系统相较于单圆柱系统,在频率比为1时,模型2与模型3的共振“锁定”状态得到改善。     

海洋工程中双柔性圆柱流激振动响应特性

海洋立管、海底管线和浮式平台系泊缆等柔性圆柱结构的流激振动会造成严重的疲劳损伤。目前,关于单根柔性圆柱流激振动的研究较多。为研究多根柔性圆柱系统的流激振动特性,开展了双柔性圆柱流激振动的模型试验。采用模态分析法将试验测量应变转化为位移。通过分析双柔性圆柱在并列、串列和交错排布方式下的响应位移、控制频率,揭示了双柔性圆柱的流激振动特性。研究结果表明:柔性圆柱并列排布时,两圆柱的相互作用使结构顺流向位移增大;柔性圆柱串列排布时,受遮蔽效应的影响,下游圆柱控制模态较低。由于柔性圆柱的多模态响应特性,"锁频"区后下游圆柱的位移并未显著增大;柔性圆柱交错排布时,下游圆柱发生"Wake-flutter",横流向和顺流向的控制频率接近,顺流向的位移显著增大。     

阻尼填充墙优化布置对不规则框架结构抗震性能的影响

在不规则结构中,填充墙的表现对框架结构的局部以及整体抗震性能的表现显得非常重要。随着阻尼填充墙的深入研究,大大提高了框架填充墙结构的抗震性能。但由于阻尼填充墙施工工艺复杂、施工成本较高,很难得以大规模使用。为了实现既降低施工的难度和成本又提高框架结构的抗震性能,本文选取一座不规则框架结构对其地震表现进行分析。采用局部优化布置阻尼填充墙的方法,达到既提高结构抗震性能又降低施工难度和成本的要求,为框架填充墙结构的设计提供一定的建议。     

Boulder arrangement on a rocky ramp fishway based on the swimming behavior of fish

A rocky ramp fishway is one of the Nature like fishway, comprises a long sloping channel and boulders on a slope (Katopodis et al., 2001). The turbulence and backwater around the boulders creates refuges of decreased local flow where fish can rest. However, recent studies have shown that turbulent flow may influence fish migration (Smith et al., 2006). This paper is focused on boulder arrangement and height of boulder on rocky ramp fishway. The swimming performance of char (Salvelinus richardson) and freshwater sculpin (Cottus pollux) around boulders on experimental channel were observed using ultra-high-speed cameras, and the appropriate arrangement of boulders for each species was considered. In total, 27 hydraulic conditions were assessed considering variable distributions, shapes, heights of the boulders as well as variable flow depths by observing swimming behavior for each condition. Laboratory measurement shows that sculpin, which are bottom fish, require a density, and several linear arrangements of boulders to allow migration. As increasing the vertical low-velocity area, which is created behind high boulders does not always result in a good outcome for sculpin. However, this solution is not suitable for char; therefore, a diverse arrangement of boulders is required on individual rocky ramp fishways to allow the movement and migration of multiple species. We propose to add cloister in the fishway for free migration of weak swimmer.     

基于拓扑优化方法的船体支柱布局优化设计

船体支柱的布局影响到船舶功能性舱室的布置及相应的结构设计,而目前支柱布局多依赖母型船或者工程师设计经验,缺少基于数学优化的技术支撑。变密度的拓扑优化方法可将属于离散变量优化的支柱布局问题转化为连续变量优化问题。通过悬臂梁—支柱结构的算例,验证了该方法用于解决支柱布局优化问题的可行性。针对某型VLCC的支柱—大跨度甲板结构的支柱布局优化问题,根据布置限制条件设定了支柱优化设计域,选择了两种不同的优化目标函数进行支柱的布局优化设计,最后对优化结果进行了对比分析。结果表明,本方法具有较好的可行性,无需过多设计经验即可优化得到结构性能较好的支柱布局方案,可为此类的支柱布局优化设计提供技术支撑。     

深水顶张式立管全耦合动力响应及参数敏感性分析

通过建立双套管与油管的全耦合运动控制方程,使用Newmark-β法,运用Matlab软件进行编程,对模型进行非线性时域动力耦合响应分析,分析在一定波浪环境,不同扶正器布置间距下,立管各层相同节点处耦合动力响应,研究各层管之间发生碰撞和摩擦的最大扶正器布置间距;分析相同扶正器布置间距下,不同顶张力系数对耦合动力响应的影响。结果表明:在波浪作用下,全耦合动力响应分析比等效管更能展现各层管的实际动力响应;扶正器布置间距与顶张力系数的取值不同,会影响各层立管的耦合响应与相对位移,取值不当时,立管会发生碰撞。     

华北区年高温日数区域平均方法及趋势分析

利用华北地区33个代表站1961—2002年间的年高温日数序列,采用均生函数和最优子集回归法,设计出具有较强拟合能力和未来趋势预测的数理统计模型。该模型能较好地拟合历史实况,其信度达到了99%;也使用该模型做出华北地区2003—2005年3年的高温日数趋势预测,对2003年和2004年做出的趋势预测效果较好。