基于格的非交互式密钥交换协议

当前网络中广泛使用的交互式密钥交换协议,如SSL协议和TLS协议,由于密钥建立过程的通信量较大,不适合物联网中传感器等资源有限的轻型网络设备使用,因此提出一种基于格的非交互式密钥交换协议.文章基于格理论的环上带误差学习困难性问题,使用Freire等人给出的非交互式密钥交换协议形式化定义和安全模型对协议的安全性进行分析,通过攻击者与挑战者之间的博弈证明了协议的安全性.该协议具有抗量子攻击安全性,能够有效地提升物联网的通信安全.     

基于LabVIEW的透镜多参数自动检测系统开发

质量检测是光学透镜生产的重要环节,目前大部分透镜生产企业还停留在半自动检测阶段,质检的效率和精度很大程度上取决于工人的熟练程度;且不同参数的检测需要人工搬运镜片到不同的质检工位上,质检过程中的反复搬运容易造成镜片表面污染和损伤;为此提出一种基于LabVIEW的透镜多参数自动检测系统的设计方法,在一个工位上同时完成多个质量参数的测量,并对透镜进行自动搬运和分选,检测结束后自动生成质检报表;最后使用某型号凸型圆形透镜对开发的检测系统进行了实验验证,实验结果表明,检测系统具有测量精度高、可扩展能力强、界面直观等优点。     

Ultralow frequency wave characteristics extracted from particle data: Application of IGSO observations

Interaction between ultralow frequency (ULF) waves and charged particles plays an important role in the acceleration of particles in the Van Allen radiation belts. The strong wave-particle interaction predicts an energy-dependent observational signature of particle flux variations during different stages of the ULF wave evolution. In this paper, we find that the energetic particle data newly available from an IGSO spacecraft are quite consistent with theoretical predictions, which enables the application of a best-fit procedure to quantitatively extract key parameters of the ULF waves from the particle data. The general agreement between observations and the best-fit results validates the scenario of wave-particle drift resonance within the entire ULF life span, and provides a new technique to understand the ULF wave characteristics in the absence of electromagnetic field data. We also examine the minor differences between observations and the best-fit results, and propose that the differences may result from a longitudinal dependence of the ULF wave power to be considered in a future study.     

Seismic cracking analyses of two types of face slab for concrete-faced rockfill dams

Estimating the cracking capacity of the face slab and recommending effective crack-control measures are important for the anti-seismic safety of concrete-faced rockfill dams (CFRDs). In this paper, two-dimensional analyses of CFRDs are performed to simulate the seismic cracking behavior of conventional reinforced concrete (RC) face slab and a type of composite face slab. The composite face slab is composed of a ductile fiber-reinforced cement-based composite (DFRCC) layer and an RC substrate. For this purpose, a co-axial rotating smeared crack model for concrete and DFRCC is coupled with the generalized plasticity model for the rockfill material, and then implemented in a finite element program. The results show that during strong earthquakes, an RC slab is more likely to develop a penetrating macro-crack in its thickness dimension. In contrast, the crack-controlling composite slab demonstrates excellent resistance to seismic cracking, and no penetrating macro-cracks are observed. Major harmful cracks that form in the concrete substrate are stopped by the DFRCC layer in composite slabs.     

Effect of ambient wind on pressure wave generated by high-speed train entering a tunnel

Journal of Central South University - Using three-dimensional, unsteady N-S equations and k-ε turbulence model, the effect of ambient wind on the pressure wave generated by a high-speed train...     

浅析安徽地方文庙的布局特征——以寿州孔庙为例

儒学被认为是古代封建文化的正统,地方文庙也随着封建统治者对尊孔祭祀活动的升级而逐渐普及。寿州孔庙建筑群是安徽省境内始建年代较早,现存较为完整的地方文庙代表。本文以寿州孔庙建筑群为例,从特点鲜明的建筑组成,庙学合一的功能组织,礼制规范的形制格局,层层递进的序列空间等方面解析作为地方文庙建筑的典型布局特征,以期为安徽地方文庙建筑的保护研究提供参考。     

Stress-dilatancy of Zipingpu gravel in triaxial compression tests

Experimental investigations of the dilatancy and particle breakage of gravelly material from the Zipingpu concrete-faced rockfill dam, which was subjected to high-intensity seismic load during the 2008 Wenchuan earthquake, were conducted through a series of large-scale drained triaxial compression tests. A hyperbolic relation between the input plastic work and the degree of particle breakage was found for Zipingpu gravel, independent of the initial void ratio and confining pressures. The stress-dilatancy for Zipingpu gravel was analyzed and compared with data from two rounded alluvial and three angular quarried gravelly and rockfill materials in the literature. A nearly linear relationship between the dilatancy D~p and the stress ratio η was found at medium-to-large stress ratios before the peak stress ratio. The slope of the stress-dilatancy line before peak had slight dependence on the void ratio and confining pressure of the gravel. After peak, the stress-dilatancy relation shifts down compared with that before peak for the gravel specimen. The phase-transformation stress ratio decreased with increased confining pressure, with the exception of sub-rounded gravel with little particle breakage. A nearly linear relationship was found between the phase-transformation stress ratio M_f and the state parameter y for the Zipingpu gravel, regardless of the void ratio and confining pressure of the specimens.     

基于硬件架构和虚拟化扩展机制的虚拟机自省机制研究

针对现有虚拟机自省技术利用不可信被监控操作系统的内核数据结构在内存中的期望布局及内核函数构建被监控系统语义、无法抵抗直接内核数据结构操纵攻击的问题,对虚拟机自省机制的能力进行全面分析,并对利用虚拟机自省机制可应对的恶意攻击进行分类,提出更具健壮性的基于硬件体系架构和虚拟化扩展机制的虚拟机自省技术,通过硬件体系结构提供的虚拟机自省特性被动地观察与收集被监控系统信息,并利用虚拟硬件扩展机制主动地截获客户虚拟机内部的事件和指令,达到主动监控的目的.描述了基于硬件的虚拟机自省机制在系统调用序列收集与监控上的应用,并进行了效率测试分析.     

康复花园植物景观设计

康复花园是近年来新兴的一种以康复保健功能为设计主题的景观类型。通过实践表明,康复景观中园艺疗法在慢性病、思维功能障碍等康复保健治疗上,取得良好的效果。为了更有效地利用康复花园中的植物景观效应需从利用视、听、嗅、味、触5种感观建立复合的植物感知体系;针对服务人群分别设计以儿童和老人为主题的多元植物园艺活动体系;以康复人群为核心,打造适宜尺度的不同空间相组合与连贯的植物空间体验体系。在以上三方面优化康复性景观中的植物利用,将植物色彩、气味、造型,以及园林整体环境的营造相结合,满足老幼病残等弱势群体的生理及心理需求。     

循环孔隙水作用下混凝土动态特性试验研究Symbol`@@

对0、10、50次孔隙水循环下不同应变速率(10 -5、10 -4、10 -3、10 -2/s)的混凝土和中低应变速率(10 -4、10 -3/s)下不同孔隙水循环次数(0、10、50、100、200次)的混凝土进行了常三轴压缩试验,试件尺寸为300 mm×600 mm。对循环孔隙水压作用后混凝土的峰值应力物理力学参数的变化规律进行了统计分析,并对混凝土在不同加载速率下的吸能变化规律进行了分析。结果表明：随着应变速率增大,混凝土的峰值应力呈增大趋势,随孔隙水压循环次数的增加,峰值应力大体呈现先增大后减小的阶段性变化;混凝土的吸能能力随加载速率的增加,表现出明显增大的趋势。混凝土的吸能能力随孔隙水压循环次数的增加表现出一定的离散性,但整体上呈先增大后减小的趋势;选用基于Weibull统计理论的混凝土材料分段式动态损伤本构模型对试验数据进行拟合,经验证,此模型与试验结果吻合较好。