遮光罩对GEO对地激光通信系统可通率影响

地球同步卫星(GEO)对地激光通信系统具有通信速率高、保密性好等优势。但系统的光学天线暴露在星体外部,太阳照射对可通率影响严重。针对某GEO对地激光通信系统,不同长度遮光罩对太阳规避造成的可通率及比刚度影响的分析,证明增加遮光罩长度系统可通率提升效果明显。对现有遮光罩形式进行了分析与总结,简述工程中遮光罩长度的确定与限定条件,为优化设计GEO激光通信系统遮光罩及提高系统可通率提供技术基础。     

降雨入渗路基湿度场演变规律

为研究受地下水位高度差异的影响降雨入渗路基湿度场的分布与变化状态,基于饱和-非饱和土渗流理论,构建了5种具备不同初始地下水位的路基数值试验模型.通过分析两种降雨强度情况下的试验结果,总结了湿度场变化的主要规律,并阐述其根本机理.结果表明:降雨雨强越大,地下水受到扰动抬升越显著,路基层位越低,其湿度和扰动区扩距受地下水影响越显著;随着初始水位降低,路堤湿度极差的增幅呈二次曲线增大并至稳定值,扰动区水平扩距呈二次曲线减小并至稳定值;工况一定,则对应存在一个平衡水位线,当初始水位在其之下时,对路基湿度演变影响甚微,反之,随着初始水位的增高,路基湿度增幅呈对数递增.处于平衡水位之上时,初始地下水位高度对降雨入渗路基引发湿度场的分布与变化状态影响显著.     

两状态LMS信道中LMS系统的近似中断性能研究

针对通用的两状态陆地移动卫星(LMS)信道模型中,每一状态的Loo分布包含无限范围内的积分且不存在闭合形式,导致性能估计难以实现的问题,基于两状态信道模型给出等增益合并分集LMS系统中断概率的闭式解。利用Taylor级数展开法将包络的概率密度函数(PDF)近似为Rice分布PDF的加权和,利用Beaulieu序列法推导独立信道随机变量和的累积分布函数和二阶矩,得出系统中断概率的闭式解。仿真结果表明,近似中断概率与理论值十分一致,具有精确性、灵活性、复杂度低的优点。     

Probability-based location anonymity algorithm

As one of the most effective location privacy preservation technologies, the k-anonymity model provides safeguards for location privacy of the mobile client against vulnerabilities for abuse by constructing an anonymous area of k users including the protected one. However, most existing k-anonymity models only utilize the users who are sending requests at recent time. If there are not enough requesting users, the generated anonymous area of the k-anonymity model will be larger than expected. In this paper, a Probability-based Location Anonymity (PLA) algorithm is proposed for protecting location privacy of the mobile users in a road network. The PLA model takes advantage of the historical path track of the users who are not sending the request currently, and then computes the probability into the anonymous section so that it can greatly reduce the size of the anonymous area. Experimental results show that the PLA algorithm is superior to the k-anonymity and it increases its anonymous efficiency enormously.     

Probabilistic analysis of random contact force between geomembrane and granular material

A probabilistic method based on principle of maximum entropy was employed to analyze the randomness of contact force between geomembrane and granular material. The contact force distribution is exponential according to the proposed method and the grain size is the most important factor that affects the distribution of contact force. The proposed method is then verified by a series of laboratory experiments using glass beads and cobbles as granular material and a very thin pressure, indicating that film is firstly used in these experiments which give a reliable method to measure the contact force at each contact point.     

Methodology for estimating probability of dynamical system’s failure for concrete gravity dam简

Methodology for the reliability analysis of hydraulic gravity dam is the key technology in current hydropower construction.Reliability analysis for the dynamical dam safety should be divided into two phases：failure mode identification and the calculation of the failure probability.Both of them are studied based on the mathematical statistics and structure reliability theory considering two kinds of uncertainty characters（earthquake variability and material randomness）.Firstly,failure mode identification method is established based on the dynamical limit state system and verified through example of Koyna Dam so that the statistical law of progressive failure process in dam body are revealed; Secondly,for the calculation of the failure probability,mathematical model and formula are established according to the characteristics of gravity dam,which include three levels,that is element failure,path failure and system failure.A case study is presented to show the practical application of theoretical method and results of these methods.     

无线自组织量子通信网络的Grover路由算法研究

介绍了无线量子通信网络的发展和无线量子通信网络中的路由算法.路由度量基于相邻节点间的纠缠量子对数目.结合Grover量子搜索算法,在限定跳数内搜索路由度量最大的路径作为目标解径,以避免量子信道因纠缠量子对的消耗而断开.路径搜索成功后,节点采用两端逼近的方法建立起量子信道,实现从源节点到目的节点的量子态的传递.采用Grover算法的路由搜索保证了成功率,降低了量子通信网络的网络计算量,使路由搜索快速收敛.     

门级电路可靠性评估方法比较

针对软差错影响下的电路可靠性问题,选取了TP算法、EPP方法和PTM方法 3种门级电路可靠性评估方法,分别介绍其原理,并结合实验指出了它们的功能、适用范围以及复杂度.     

可靠度理论在降雨入渗边坡工程中的应用——以元磨高速K253+(400~560)边坡为例

边坡工程是岩土领域研究的热点和难点,边坡工程的状态涉及众多参数,具有不确定性,可靠度理论能利用数学方法将边坡工程中随机不确定的参数与工程的安全性有机联系。以元磨高速公路K253+(400~560)段为例,通过Bishop法,运用极限平衡理论建立极限状态模型,进而推导极限状态方程;并利用Geo-studio对不同时段中边坡的降雨入渗情况进行分析,选取最不利状态为风险评价对象进行可靠度分析,验证JC法在边坡工程风险评价方法的可行性;同时对影响可靠度指标的变量进行敏感性分析,建议在此类地层相似的边坡加固方面,应该以主要提高土层整体的内摩擦角为主,在此基础上采取提高边坡岩土的黏聚力的治理措施更为有效。     

煤层底板岩体参数概率分布及Bayes优化

正确确定煤系岩体力学参数的概率分布是承压水上采煤底板稳定可靠性分析的关键。以淮北矿区部分煤矿下组煤底板砂岩强度参数为例,以K-S检验法对数据进行概率分布拟合,获取参数分布类型及统计量。以此大样本概型为先验函数,具体工作面底板岩体小样本参数的概型为似然函数,基于Bayes方法对其优化,得到验后分布的概型参数。计算结果表明,下组煤底板砂岩强度参数全部接受正态分布和对数正态分布,优化后的方差有所下降,可以提高底板采动稳定可靠性分析结果,从而达到优化目的。