城市环境下基于降维Kalman滤波的室内导航算法

提出了一种适用于室内超宽带定位的降维Kalman滤波算法,结合LSE算法与降维Kalman滤波算法进行定位求解,以数值仿真试验及物理试验验证了其有效性。     

安徽闪电与雷达资料的相关分析以及机理初探

WSR-98D多普勒天气雷达和新型闪电定位仪是监测灾害性天气十分有效的手段,利用合肥多普勒天气雷达的物理量产品和中国科技大学研制的新型闪电定位仪资料,对2001年7月24日、2002年5月27日、2004年4月6日发生在安徽省的冰雹和强降水的3次天气过程的闪电与雷达回波特征做相关性分析和机理初探,发现一些有意义的统计规律：（1） 闪电发生的数目和变化与回波顶高（ET）有较好的对应关系, 而与垂直含水量积分（VIL）对应关系不明显;（2） 强对流天气的云地闪中正地闪与负地闪发生频次相当,甚至超过负地闪,但正地闪比较分散,负地闪比较集中,闪电发生的位置与强回波位置不一致,云下一般存在一个次正电荷层;（3） 强降水天气的负地闪占优势,闪电发生的位置比较集中并且与强回波位置一致,云下没有正电荷层;（4） 垂直累积液态水含量（VIL）和回波顶（ET）很小处出现的闪电是由云砧和对流云分裂的碎云产生的.     

Strain distribution within a km-scale,mid-crustal shear zone: The Kuckaus Mylonite Zone,Namibia

The subvertical Kuckaus Mylonite Zone (KMZ) is a km-wide, crustal-scale, Proterozoic, dextral strike-slip shear zone in the Aus granulite terrain, SW Namibia. The KMZ was active under retrograde, amphibolite to greenschist facies conditions, and deformed felsic (and minor mafic) gneisses which had previously experienced granulite facies metamorphism during the Namaqua Orogeny. Lenses of pre- to syn-tectonic leucogranite bodies are also deformed in the shear zone. Pre-KMZ deformation (D₁) is preserved as moderately dipping gneissic foliations and tightly folded migmatitic layering. Shear strain within the KMZ is heterogeneous, and the shear zone comprises anastomosing high strain ultramylonite zones wrapping around less deformed to nearly undeformed lozenges. Strain is localized along the edge of leucogranites and between gneissic lozenges preserving D₁ migmatitic foliations. Strain localization appears controlled by pre-existing foliations, grain size, and compositional anisotropy between leucogranite and granulite. The local presence of retrograde minerals indicate that fluid infiltration occurred in places, but most ultramylonite in the KMZ is free of retrograde minerals. In particular, rock composition and D₁ fabric heterogeneity are highlighted as major contributors to the strain distribution in time and space, with deformation localization along planes of rheological contrast and along pre-existing foliations. Therefore, the spatial distribution of strain in crustal-scale ductile shear zones may be highly dependent on lithology and the orientation of pre-existing fabric elements. In addition, foliation development and grain size reduction in high strain zones further localizes strain during progressive shear, maintaining the anastomosing shear zone network established by the pre-existing heterogeneity.     

基于指纹识别的室内定位中的隐私保护

基于指纹识别的定位是最流行的室内定位方法.在离线阶段,服务器测量指纹,比如来自特定空间已知位置的不同接入点（AP）的接收信号强度（RSS）,测量后服务器将测量结果保存在数据库中;在线上阶段,用户同时向服务器发送他当前指纹的测量结果以及位置查询请求,服务器将在数据库中查找与测量结果最接近的指纹.虽然这种方法已经被研究了很久,但现有的工作并没有考虑2个隐私要求：供应商希望保护他们花大代价收集的指纹,用户想要对服务器保留他们的指纹测量结果,以避免泄漏位置.为了实现隐私保护,本文提出一种使用加密技术的指纹匹配方案,这个方案在加密情况下计算由用户测量的指纹与服务器存储的指纹的距离,服务器存储的指纹在这一过程中仍处于密文空间.本文证明了这个方案在进行单点定位时能够很好地保证两者的隐私要求.为了减少高昂的时间开销,本文还提出了一个基于网格划分的改进方案,以及以有限的隐私损失为代价的扩展方案.为加强安全性,最后提出了有效对抗特定攻击的对策,在这种攻击中恶意用户可以通过重复定位获得服务器存储的指纹.使用公众 RSS指纹数据集的扩展实验结果显示本文方案足以在实现实时定位的同时保留定位精度.     

Centrifuge model tests on sand specimen under extensional load

The appearance of shear banding in granular materials has been investigated intensively during the last decades and is still of ongoing importance in terms of understanding the stress–strain behaviour of the material, the localization phenomena and the interaction between soil and structure. Only less attention has been paid to the occurrence of systems of shear bands although such systems can be identified in geotechnical structures as well as in geological formations. In this paper we present results of experiments on sand specimens under extensional load in natural gravity as well as in increased gravity in the centrifuge where the influence of the stress level on the geometry of a shear band pattern, specified by the spacing of the shear bands and the angle between failure surfaces and minor stress direction, has been investigated. X‐ray technique has been used to visualize the failure zones inside the specimen, an optical measurement system called Digital Image Correlation has been applied to identify and observe the appearing deformation mechanism on the sides of the specimens in natural gravity as well as during the flight in the centrifuge. It can be shown that the geometry of the shear band pattern is sparsely influenced by the change of the stress level. Copyright © 2004 John Wiley & Sons, Ltd.     

Evolution of nonperiodic forms in geological folds

An elastic layer resting on a viscoelastic (Maxwell) foundation is used to model the initiation and subsequent development of a geological fold. This study focuses on the effect of nonlinear terms, of both geometric and material origin, in the formulation of the governing differential equation. The result, during the initial elastic phase of deformation, is to admit the infinite variety of shapes familiar to the field of localized buckling. Their continued effect during the evolutionary phase allows the development of nonperiodic forms hitherto ignored by linear stability analyses. Numerical results are presented for two viscoelastic models subjected to loading conditions of constant end displacement and constant rate of end displacement.     

Use of non-linear localization for isolating structures from earthquake-induced motions

The dynamic response due to earthquake-induced excitations of multi-storey buildings simulated by a cantilever (with attached concentrated masses) supported on a flexible foundation, is reconsidered when stiffness non-linearities are included. To this end, a suitable non-linear spring-mass device is placed between the ground and the mass of the foundation, which under certain conditions can absorb a significant amount of seismic energy over a large frequency range, thus drastically reducing the seismic response of the foundation. This is achieved by the stiffness non-linearity that gives rise to a localization phenomenon, according to which motions generated by external disturbances remain passively localized close to the point of seismic excitation instead of ‘spreading’ to the entire structure. The implications of these findings to the design of earthquake-resistant structures are discusssed. Copyright © 1999 John Wiley & Sons, Ltd.     

含单负特异材料一维无序扰动周期结构中的光子局域特性研究

采用传输矩阵法研究了电磁波在由单负特异材料组成的一维无序扰动周期结构中的Anderson局域(Anderson Localization)行为,分别讨论了色散和非色散两种模型.结果发现,在对应周期结构的通带位置,无序的引入对局域长度的影响较大,而在带隙位置,影响较小,几乎可以忽略.该性质与我们曾讨论的随机结构有较明显不同.导致这种局域性质的主要原因应为,光在单负材料组成的系统中的传输主要依赖于两种单负材料间的界面.在无序扰动结构中,该界面数相对于周期结构并没有减少,因此对光的传输性质影响较小;而随机结构中     

板桩码头钢管桩沉桩的施工工艺及质量控制要点

在钢管桩沉桩施工中,控制好钢管桩的定位、标高以及贯入度,是钢管桩施工中的质量控制要点,钢管桩沉桩完成后进行接桩、截桩及钢管桩的防腐修补施工。根据钢管桩沉桩的质量控制要点,在钢管桩施工中,要做好施工测量控制,确保沉桩位置的准确以及打桩的垂直度,保证沉桩的贯入度能够满足地基承载力的要求;同时要做好船机的调配工作,保证钢管桩沉桩施工的顺利进行。     

国产深海准实时传输潜标系统设计

基于海洋环境安全保障、海洋环境预报和海洋科学研究的需要,开展国产深海准实时传输潜标系统的设计,重点进行锚泊系统水动力分析、观测设备工作同步性、准实时通讯系统安全可靠和系统低功耗等整体技术设计;开展轻型感应耦合传输缆制作、大深度感应耦合传输和智能收放通讯等数据实时通讯技术的研究;进行适用于准实时传输潜标系统的多种类国产设备的稳定性和可靠性优化、规模化集成和系统化的应用示范,形成半潜升降式准实时通讯潜标与浮子式准实时通讯潜标各1套。所设计的准实时传输潜标系统集成了1台抗污染CTD、19台感应耦合CTD、8台感应耦合T、4台感应耦合传输的ADCP、2台单点海流计和6台感应耦合数据传输仪,并配有2套声学释放器;潜标系统本体设计含有3个水下流线型浮体、1套通讯浮子、1套准实时卫星通讯装置(半潜式水下绞车或海面浮子)和1套锚泊缆系,可实现深达2000mm的剖面温盐深和海流等海洋要素的高频率、多要素、多层次的长期连续观测和数据准实时传输,以便对科学问题解决和海洋环境安全保障等提供及时的数据支撑。