导航电子地图数据增量更新研究

随着经济建设的快速发展,人们出行对地图的需求越来越大．特别是导航电子地图得到了广泛应用,随之而来的就是导航地图数据的定位精度和现势性问题．而动态增蜮更新是解决地图现势性的唯一途径。但是长期以来受终端硬件性能瓶颈的影响。进展不大．而当前随着微电子技术的迅猛发展,导航终端硬件设备的处理运算和存储能力的提高,导航仪硬件设备成本下降．为实现导航电子地图动态增鳋更新提供了可能．本文就导航电子地图数据更新模式进行探讨。     

高斯过程下的部分和不等式

主要讨论高斯平稳过程增量的一个结果.综合考虑高斯过程在区间[0,h]上一个线性组合后,重新改写了尾概率不等式,推广了现有结果.     

A Seasonal Prediction Model for the Summer Rainfall in Northeast China Using the Year-To-Year Increment Approach

Using the year-to-year increment approach, this study investigated the relationship of selected climatic elements with the increment time series of the summer rainfall between successive years in Northeast China, including the soil moisture content, sea surface temperature, 500 hPa geopotential height, and sea level pressure in the preceding spring for the period 1981–2008. Two spring predictors were used to construct the seasonal prediction model: the area mean soil moisture content in Northwest Eurasia and the 500 hPa geopotential height over Northeast China. Both the cross-validation and comparison with previous studies showed that the above two predictors have good predicting ability for the summer rainfall in Northeast China.     

具有跳跃和时间周期势的Duffing方程的Lagrange稳定性

本文研究一类具有非对称项和有界扰动项的Duffing方程,推广了王新平在文献[9]中的结论。当扰动项带有时间周期系数时,分别考虑ω为有理数和无理数的情况,对扰动项作出合理的假设后,利用典则变换和Moser小扭转定理的变形,证明了方程的所有解是有界的,即Lagrange稳定性。     

空间直角坐标与大地坐标转换的拉格朗日反演方法

以拉格朗日反演理论为基础,导出空间直角坐标向大地坐标转换的一种新的直接解法：该方法将归化纬度的正弦函数sinμ表达为以空间直角坐标（X,Y,Z）为基础的相关变量的多项式     

Fixing financialization in the credit-constrained city

The financialization of urban development occurs even under conditions of credit constraint. The paper demonstrates that credit scarcity is an important and under-examined driver of policy improvisation and institutional development. Using the case of Tucson, Arizona, we show that local and extra-local interests overlap and cross-pollinate to produce unique hybrids – geographically specific and contingent institutional forms cultivated by local growth machines to attract outside financial interests. These dynamics are illustrated with a sales-tax-based tax increment financing district that employs “enhanced financings” to attract extra-local sources of debt and equity. We find that the financialization of urban development in the credit-constrained city is not just a process of abstraction, but also of particularization in which extra-local dollars flow through embedded local networks. We conclude with a call for greater attention to the intersections of finance and urban life in “ordinary cities”.     

Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading

Three groups of dynamic triaxial tests were performed for saturated Nanjing fine sand subjected to uniform cyclic loading. The tested curves of the excess pore water pressure (EPWP) ratio variation with the ratio of the number of cycles are provided. The concept of the EPWP increment ratio is introduced and two new concepts of the effective dynamic shear stress ratio and the log decrement of effective stress are defined. It is found that the development of the EPWP increment ratio can be divided into three stages: descending, stable and ascending. Furthermore, at the stable and ascending stages, a satisfactory linear relationship is obtained between the accumulative EPWP increment ratio and natural logarithm of the effective dynamic shear stress ratio. Accordingly, the EPWP increment ratio at the number of cycles N has been deduced that is proportional to the log decrement of effective stress at the cycle number N-1, but is independent of the cyclic stress amplitude. Based on the analysis, a new EPWP increment model for saturated Nanjing fine sand is developed from tested data fitting, which provides a better prediction of the curves of EPWP generation, the number of cycles required for initial liquefaction and the liquefaction resistance.     

饱和南京细砂孔压增量模型的普适性研究

循环荷载作用下饱和砂土的孔压增长规律是土动力学的核心内容之一。基于笔者在给定相对密度、均等固结条件下饱和南京细砂的不排水等幅循环三轴试验结果建立的孔压增量模型,进一步进行了不同相对密度、不同固结比条件下饱和南京细砂的不排水等幅循环三轴试验,将上述均等固结的孔压增量模型拓展为适用于不同相对密度、均等和非均等固结条件的孔压增量模型。采用拓展后的孔压增量模型对试验结果进行分析的结果表明：通过该孔压增量模型预测验证试验的孔压与验证试验测试的孔压具有较好的一致性,说明该孔压增量模型具有普适性。     

以强度增长率评价麦秸秆加筋盐渍土的加筋效果

采用麦秸秆与石灰共同加筋固化滨海盐渍土,可解决由于盐胀、溶陷和吸湿软化引起的土体强度下降问题。首先,制备盐渍土、石灰土、麦秸秆加筋盐渍土和麦秸秆加筋石灰土试样（整体均匀加筋、上部均匀加筋和下部均匀加筋）;进而,进行? 50 mm试样、? 152 mm重型击实试样和? 102 mm轻型击实试样的无侧限抗压强度试验,以及? 61.8 mm试样三轴压缩试验;最后,分析抗压强度增长率、主应力差比值和黏聚力增长率的变化规律,以评价麦秸秆的加筋效果。结果表明：① 麦秸秆加筋增强了土的抗压强度和抗变形能力。② 麦秸秆加筋提高了土的黏聚力,在试样下部加筋,加筋效果更好。③ 加筋石灰土的强度由麦秸秆和石灰共同承担,加筋石灰土的浸水稳定性来源于石灰的固化作用。④ 低围压时,加筋对土的侧向变形约束较强;高围压时,加筋和围压共同限制土的侧向变形。采用麦秸秆加筋是滨海盐渍土的一种有效处理方法     

基于阶次组合的GPS精密星历插值研究

采用Lagrange插值与线性逐次Neville插值两种方法对GPS卫星轨道进行了插值,比较了两种方法的特性及插值精度,结果表明两种方法虽然简单易实现,但当进行高阶插值时,边缘插值区间的精度较低。为解决该问题提出利用高次插值与低次插值相结合的方法进行轨道插值,算例证明,该插值方法可以改善插值精度。