无伸缩缝桥梁的动力特性研究

针对无伸缩缝桥梁的结构特点，提出一个土-结构的非线性相互作用模型。在此基础上对-无伸缩缝实桥建立有限元模型，分析了不同烈度地震作用下结构的动力特性，并与相应的有伸缩缝桥梁进行比较。文中还计算了主要结构参数对动力特性的影响。研究结果有助于对该类桥梁力学性能的认识。     

Atypical occlusion process caused by the merger of a sea-breeze front and gust front

An atypical occlusion process that occurred in North China on 14 July 2011 is studied based on both observations and a real-data Weather Research and Forecasting (WRF) model simulation. The results show that this atypical occlusion process was significantly different from the traditional, synoptic-scale occlusion process that occurs within extratropical cyclones. It was caused by the merger of two cold-type mesoscale fronts. One of the fronts developed from the gust front of convective storms, while the other was a sea-breeze front. As the two fronts moved towards each other, the warm air between them was squeezed and separated from the surface. An atypical occluded front was formed when the two fronts merged, with the warm air forced aloft. This kind of occlusion is termed a "merger" process, different from the well-known "catch-up" and "wrap-up" processes. Moreover, local convection was found to be enhanced during the merger process, with severe convective weather produced in the merger area.     

细颗粒组分含量对钙质砂抗剪强度的影响

由于吹填过程的水力分选作用钙质砂土地基颗粒分布不均匀,容易形成分布不均、形态各异的以不同细粒含量的粉细砂层为主的细粒汇集层,引起钙质砂土地基承载力和不均匀沉降问题。开展不同细粒含量的粉细砂三轴固结排水剪切试验,分析细粒含量对钙质砂土力学特性的影响。研究结果表明,（1）当细粒含量增加时相同围压下土样剪胀性逐渐减弱,且峰值偏应力也逐渐减小;（2）各组试样干密度为1.40 g/cm3状态下各含量粉细砂均表现出应变软化特征,当细粒含量为10%时粉细砂土体强度稳定性最差,之后稳定性随细粒含量增加而逐渐增大;（3）钙质细砂由于颗粒咬合作用,具有表观黏聚力,当细粒含量小于40%时,随着细粒含量增加,颗粒之间的咬合作用显著降低,表观黏聚力线性减小。研究成果可为粉细砂层的地基处理及边坡稳定分析提供参考。     

地震结构爆裂理论与短临预测

在地震结构爆裂动力学理论基础上,揭示了临震前兆波的客观机制。作为储能体的地震包体,其流体压力达到覆盖岩层的断裂强度和重力之和时,在引潮力的作用下,包体发生局部破裂,裂纹发生扩张,产生破裂流和破裂波,交替发生冲击加载和垮塌卸载,同潮汐波叠加,形成地震前兆共振波,以相速度和群速度向围岩传播,其振动频率和周期表征包体的固有频率和周期。波速和周期均可以被灵敏度高和抗干扰性能强的PS100HRT地电仪在地震爆发前捕捉到,从而可用于确定地震的震中和震级。依据共振波出现后振幅随时间增加的规律,月潮规则,可以确定发震时间。地震和临震理论以及诊断技术均已经成熟,中国有望在世界上首先实现地震预报。查清地震包体,地震能可以如同油气那样供人类利用。     

4A沸石分子筛对KNO3和NH4NO3的吸持作用

实验研究了4A沸石分子筛经熔融盐处理后对KNO₃和NH₄NO₃的吸持作用。结果表明：在实验条件下,KNO₃处理后的4A沸石中含钾(以K₂O计)15.01%,含NO^-₃ 9.23%;NH₄NO₃处理后的4A沸石中含NO^-₃ 10.78%,含NH⁺₄ 0.94%。熔融盐处理后的样品X射线衍射峰相对强度发生了变化,红外光谱中1 640 cm^-1附近水的吸收带强度减弱,1 390 cm^-1附近出现的NO^-₃离子的强吸收带及825 cm^-1附近出现的NO^-₃离子的弱吸收带,以及热重-差热曲线中KNO₃和NH₄NO₃的热失重和分解热效应均证明沸石中吸持盐的存在。处理后4A沸石分子筛的基本骨架结构没有被破坏,吸持盐的4A沸石对营养盐的储备大大提高,是潜在的缓释肥料。     

基于CloudSat资料的冷涡对流云带垂直结构特征

利用CloudSat卫星资料、NCEP再分析资料和FY-2C卫星可见光云图分析了2006年7月20—24日我国东北一次冷涡过程不同时期对流云的垂直结构以及云内中小尺度的结构,发现在冷涡发展阶段的初期,暖锋对流结构表现为孤立的回波系统多,强对流深厚,对流系统体现为孤立、深厚的特征。在冷涡发展成熟阶段,回波强度比冷涡发展初期的对流系统有所减弱,且为浅薄的对流系统。冷涡系统影响下发展的锢囚锋回波系统顶部呈现独特的结构特征:东南部为干冷空气侵入造成的回波区, 中部为锢囚锋主体对流区, 西北部为暖锋遇冷锋抬升作用形成的回波区。在锢囚锋尾部存在冰水含量与液态水含量分层现象,干冷空气侵入层在5 km高度左右,在干冷空气侵入层上部为冰水含量分布的弱回波区,下部为液态水分布的弱回波区。在冷涡成熟阶段,对流系统分布在冷涡外沿,表现为孤立的对流系统,冰水含量多的对流系统主要在冷涡的北面,而液态水主要分布在冷涡中心零度层以下。     

华南暖区暴雨中一次飑线的中尺度分析

利用地面加密观测资料、高空观测资料、多普勒雷达观测和雷达风场反演资料等,分析造成2010年5月6—7日华南暴雨中一次飑线的演变过程及三维结构特征。结果表明:(1)此次飑线过程发生于200 hPa高空辐散区、500 hPa高空槽后、地面准静止锋锋前暖区内,850 hPa飑线北侧为切变线,东南侧存在低空急流,中低层为中等强度垂直风切变。(2)该飑线系统初始对流单体由西风受广西大瑶山脉地形阻挡而触发。发展过程中两广交界处不断生成新单体,东移发展并入对流带,单体发展及对流带的形成与地面中尺度辐合线关系密切。(3)该飑线在形成过程中存在对流带与对流单体的锢囚过程,锢囚过程中地面辐合线及中层中气旋起组织作用,至盛期对流带东段出现弓形回波结构。强降水拖曳、雨滴蒸发冷却增强下沉气流及中层冷空气入流,造成地面冷池及后部辐散出流,促进弓形回波发展。(4)成熟期飑线系统包含弓形回波、冷池及不明显的层状云区,三维结构特征与经典飑线类似,但无涡旋对,雷暴高压也不明显。     

直线立体匹配中遮挡问题的解

遮挡会引起不同视角图像中特征间"一配多"和"多配多"的复杂对应关系,是特征立体匹配面临的主要难题之一。本文提出一个遮挡存在条件下直线特征间对应关系的求解模型,在此基础上实现了一种能够完整建立各种对应关系的直线立体匹配算法。     

True orthoimage generation by mutual recovery of occlusion areas

Demand for orthoimages is increasing as a crucial component of geographic information systems (GISs). Orthoimages are geometrically equivalent to planimetric maps, which show true geographic locations of terrain features. To produce orthoimages, geometric distortions from camera tilt and relief displacement from perspective images must be corrected. Traditionally, removing such distortions has been accomplished by differential rectification in a pixel-by-pixel fashion. However, this method cannot produce true orthoimages because of the double-mapping problem. We propose a method of generating patch-based true orthoimages for surface patches in buildings. The proposed method utilizes three-dimensional (3D) building model data. Patches from the data were projected onto aerial images to extract image patches and analysis of the superstructures was performed. Because orthoimages are generated for each building, the orthoimage quality is enhanced when using building data with a high level of detail. Instead of performing the complex visibility analysis of existing approaches, this article identifies occlusion areas based on unit surfaces of buildings and presents mutual recovery of occlusions using multiple images. To evaluate the feasibility of the method, experiments were performed with real datasets: (1) a building with a dome superstructure, (2) high-rise buildings close to each other, and (3) buildings with various shapes.     

信号易遮挡地区GPS/BDS双频单历元短基线解算精度分析

信号易遮挡地区GPS、BDS单系统可见卫星个数少,无法达到相对定位的最低要求。讨论了GPS/BDS组合单历元基线解算模型,在多种模拟环境下将GPS/BDS联合解算结果与GPS和BDS单系统在可见卫星数、模糊度固定成功率、定位精度等方面进行对比分析。结果表明,相对于单系统单历元基线解算,GPS/BDS组合大大增加了可见卫星数,提高了模糊度固定成功率,并在极端的观测条件下有效地改善了定位精度,使信号易遮挡地区双频单历元基线解算精度可以达到cm级甚至mm级。