基于Linux的ARM与FPGA数据通信设计与实现

ARM与FPGA是目前应用于嵌入式开发的两款主要芯片,ARM偏向于控制领域,而FPGA偏向数据处理。为实现两者的协同工作以及数据通信,介绍了一种通信接口方案的设计与实现。在ARM上运行嵌入式Linux系统的情况下,将FPGA作为字符设备,对两者之间的接口进行驱动程序开发,包括数据总线驱动和GPIO控制驱动。用户应用程序通过调用驱动中定义好的操作函数,便可实现两者的数据通信。最后利用自定义的通信方案对接口进行测试,实现了ARM对FPGA设备的命令控制以及正确稳定的并行数据传输。     

便携式填埋场HDPE膜漏洞定位装置的设计

针对填埋场防渗层(HDPE膜)存在的渗漏现象,根据偶板子检测原理,开发了便携式漏洞定位装置.详细介绍了该检测装置的硬件组成和软件实现,经系统测试和实际运行表明,该系统安装使用方便、工作可靠性较高,达到了设计要求,具有一定的参考和推广价值.     

一种各向异性Wells算法脑核磁共振图像分割模型

核磁共振图像分析已经成为主要的医疗辅助手段之一.然而,由于偏移场的影响导致该类图像的分析较为困难,去偏移场已成为图像分析的必要步骤.Wells算法将图像分割和去偏移场放入同一个框架内并取得较好的结果.然而该算法没有考虑像素间的位置信息,因而导致该算法对图像噪声比较敏感.为了克服其局限性,利用Gibbs理论和图像结构信息构造各向异性Gibbs随机场,并将其引入到Wells算法的框架中,完善其分类效果,使其克服噪声影响的同时还能够保持细长拓扑结构区域信息以及角点区域信息.实验证明提出的算法可以得到较好的分类结果.     

Willingness to pay for red wines in China

China's rapidly expanding wealthy population has expressed a new desire for imported red wines. Using data collected in China's major red wine consumption region of Beijing, this study analyzes the impact of country of origin, price, wine age, and brand on consumer-derived utility and willingness to pay for red wines. Findings from a conditional logit model and a mixed logit model indicate that price remains the key factor in Chinese consumers' red wine choices. For gift purchases, consumers are willing to pay an additional $20 to move from a US wine to a French wine. For own consumption, French wines are preferable if their price is within a reasonable range of $13–20 above Chinese or US wines. Chinese consumers also strongly favor branded and matured red wines. China's rapid and sustainable economic growth and its stronger integration to the global economy have led to greater disposable income and the expanding consumer demand for luxury beverage of red wines.     

水热生长碱式硫酸镁纳米线结晶动力学研究

以硫酸镁和氢氧化钠为原料,邻苯二甲酸氢钾为络合剂,采用络合-水热法制备了碱式硫酸镁纳米线;采用宏观动力学方法结合微观结构分析,进行碱式硫酸镁结晶机理研究。通过分析Mg浓度与时间的变化关系曲线,建立结晶动力学方程;然后根据晶体缺陷分析碱式硫酸镁纳米线表面成核机制。实验结果表明：碱式硫酸镁纳米线在140和160℃结晶机理为多核控制表面生长;在180和200℃时结晶机理发生了变化,转变为线性控制表面生长;碱式硫酸镁纳米线的晶格中存在着较多的刃型位错与螺型位错,可以促进其表面成核、快速生长。     

考虑三维变形的地基沉降计算公式的改进

在工程设计和施工中,如能事先预估并妥善考虑地基的变形而加以控制或利用,是可以防止地基变形所带来的不利影响的.计算建筑物地基的沉降时,应考虑地基土侧向变形的影响.笔者在考虑三维变形的地基沉降计算理论基础上,以e-lgp曲线来替代e-p曲线,使沉降量计算更简化、准确.     

基于各向异性Gibbs随机场与高斯混合模型的脑MR图像分割算法

为了克服高斯混合模型(GMM)的局限性,利用 Gibbs 理论和图像结构信息构造各向异性 Gibbs 随机场,并将其引入到 GMM 框架中,完善 GMM 的分类效果,使其在克服噪声影响的同时,还能够保持细长拓扑结构区域信息以及角点区域信息.实验结果证明,文中算法可以得到较好的分类结果.     

淮河流域基础空间数据库建设方法研究

通过对空间数据库组建模式进行对比分析,基于对象—关系型空间数据库的管理模式,研究淮河流域空间数据库的组织模型,探讨数据库的建设方法,以实现淮河流域空间和属性数据的统一管理.基于此方法建设的基础空间数据库能够有效管理多类型的海量空间数据,在流域的日常管理中发挥了重要作用,其数据组织模型和建设方法适用于其它类似等级的空间数据库建设     

Combined Continua and Lumped Parameter Modeling for Nonlinear Response of Structural Frames to Impulsive Ground Shock

The response of a beam-column frame to impulsive ground shock, such as those induced by an underground explosion, has characteristics of both impact and natural earthquake responses. The critical effects may be governed by the dynamic response of individual elements as continuous mass systems, while to a certain extent the global vibration (as of lumped-mass systems) may also be involved. To incorporate both dynamic features, the present study proposes a combined continua and lumped parameter (CCLP) model, which consists of the basic beam-column element with distributed stiffness and mass, along with concentrated mass-springs at element ends to form the reduced dynamic system. To take into account of the shear deformation and rotary inertia which become important in the impulsive response, the governing equations are formulated based on the Timoshenko beam theory. The nonlinearities are described through three mechanisms, namely the distributed nonlinear flexural and diagonal shear behavior, and the direct sliding shear at the member ends. A generic restoring force model is adopted to describe the hysteretic behavior. Comparison with a scaled model test demonstrates that the CCLP model is capable of representing the primary dynamic features in a frame structure under impulsive ground shock. Extended parametric studies indicate that, with increase of the ground shock frequency, the failure tends to become shear dominant. For ground shocks of frequency at 20–30?Hz and above, the failure in a reinforced concrete column will require a peak ground velocity (PGV) on the order of 3?m/s, whereas failure in a beam would occur at PGV of about 1.5?m/s.     

铀(Ⅵ)与某些β-二酮配合物的制备及红外光谱研究

制备了分子式为UO_2A_2·HA的四种铀酰β-二酮配合物,式中HA代表乙酰丙酮、苯甲酰丙酮、二苯甲酰甲烷及2-噻吩甲酰三氟丙酮等四种β-二酮配体,A为相应的β-二酮阴离子。 研究了这些配合物在4000-150cm~(-1)范围的红外光谱,对一些特征吸收带作了指认,并讨论了它们与配合物结构之间的相互关系。