Theoretical Calculations of Transition Probabilities and Oscillator Strengths for Sc（Ⅲ） and Y（Ⅲ）

The Weakest Bound Electron Potential Model theory is used to calculate transition probability-values and oscillator strength-values for individual lines of Sc（Ⅲ） and Y（Ⅲ）. In this method, by solving the SchrSdinger equation of the weakest bound electron, the expressions of energy eigenvalue and the radial function can be obtained. And a coupled equation is used to determine the parameters which are needed in the calculations. The ob- tained results of Sc（III） from this work agree very well with the accepted values taken from the National Institute of Standards and Technoligy （NIST） data base, most deviations are within the accepted level. For Y（Ⅲ） there are no accepted values reported by the NIST data base. So we compared our results of Y（Ⅲ） with other theoretical results, good agreement is also obtained.

Study on time-varying seismic vulnerability and analysis of ECC-RC composite piers using high strength reinforcement bars in offshore environment

As the main seismic component of a bridge,seismic damage to the bridge pier has a greater effect on its subsequent service.In the offshore chloride environment,the issues(e.g.,reinforcement bar corrosion and attenuation of concrete strength)of piers caused by chloride ion seriously curtail the normal service life and deteriorate the anti-seismic property of bridge structures.The engineered cementitious composite(ECC)-reinforced concrete(RC)composite pier with high strength reinforcement bars(HSRB)is expected to solve the above problems.This study aims to clarify the time-varying seismic vulnerability(SV)of the HSRBECC-RC composite pier during its full life cycle(FLC).Based on OpenSees,the refined finite element analysis models of RC pier,ECC-RC composite pier,and HSRBECC-RC composite pier have been established.Moreover,using the nonlinear time-path dynamic analysis method,the influence of chloride ion erosion on the time-dependent seismic vulnerability(SV)of these different piers in different service life and different peak ground acceleration(PGA)were analyzed from a dynamic point of view.The research shows that the exceeding probability(EP)of the same damage level increases with the enhancement of service time and PGA and with the increase of destruction,the exceeding probability(EP)of slight damage(DL-1),moderate damage(DL-2),serious damage(DL-3),and complete collapse(DL-4)decreases in turn;the corrosion degree of chloride ion to piers is small during the early service period,the time-varying vulnerability curve of the bridge piers is almost the same as that of a new bridge,and during later service,as the extent of chloride ion corrosion deepens,exceeding probability(EP)under severe damage(DL-3)and complete collapse(DL-4)is increased,and the seismic performance is significantly enhanced.

Topological probability and connection strength induced activity in complex neural networks

Recent experimental evidence suggests that some brain activities can be assigned to small-world networks. In this work, we investigate how the topological probability p and connection strength C affect the activities of discrete neural networks with small-world （SW） connections. Network elements are described by two-dimensional map neurons （2DMNs） with the values of parameters at which no activity occurs. It is found that when the value of p is smaller or larger, there are no active neurons in the network, no matter what the value of connection strength is; for a given appropriate connection strength, there is an intermediate range of topological probability where the activity of 2DMN network is induced and enhanced. On the other hand, for a given intermediate topological probability level, there exists an optimal value of connection strength such that the frequency of activity reaches its maximum. The possible mechanism behind the action of topological probability and connection strength is addressed based on the bifurcation method. Furthermore, the effects of noise and transmission delay on the activity of neural network are also studied.

Micromechanical Study on Moisture Induced Tensile Strength Reduction of GFRP

The main focus of this paper is to investigate the influence of hygrothermal aging on tensile strength of epoxy resin matrix composites.Firstly,tests of water absorption and moisture induced tensile strength degradation of glass fiber reinforced polymer(GFRP)are conducted.Results show that the moisture absorption behavior of the GFRP follows the Fick’s law,and its tensile strength retention decreases notably in the early hygrothermal aging stage and then gradually approaches a constant.Then,microscale longitudinal and transverse strength prediction models for unidirectional fiber reinforced composites are proposed.They are moisture concentration dependent and reflect the inherent probability of failures of fiber and matrix(or fiber/matrix interface).The moisture diffusing analysis demostrates that the proposed models can predict degradation of tensile strength of epoxy resin matrix composites undergoing different hygrothermal durations.The proposed models are validated by the experiments of hygrothermal residual strength of the GFRP mentioned above.

Energy Levels, Oscillator Strengths, and Transition Probabilities of Ni XIX and Cu XX

Energy levels, oscillator strengths, and transition probabilities, for the 1s2 2s2 2p6, 2p53l (l = 0, 1, 2), 2p54l (l = 0, 1, 2, 3) states in Ni XIX and Cu XX are calculated using COWAN code. The Correlation and relativistic effects are considered. The calculations are compared with other results in the literature. A good agreement is found. We also report on some unpublished energy values.

Determination Multipole Mixing Ratios and Transition Strengths of Gamma Rays from Level Studies of 93Mo （p, nγ） Reaction

The multipole mixing ratios have been calculated by a2-ratio method, from levels of 93Mo（p, nγ） reaction. The branching ratios of such γ-transitions are used to calculate the total gamma widths. Besides, the transition strengths and probabilities have been calculated for γ-transitions from excited states whose life times have been reported previously. The results are found to be in general in good agreement with the previous results populated from the previous work.

Improvement of Bending Strength of Carbon Fiber/Thermoplastic Epoxy Composites <br/>—Effects of Molecular Weight of Epoxy on Carbon Fiber/Matrix Interfacial Strength and Connection of Cracks in Matrix

The bending strength of carbon?fiber/thermoplastic epoxy composites?(CF/TP-EP Compo.)?had?bi-linear increasewith increase of weight-average molecular weight (Mw) of matrix. The transition in the bending strength appeared at around 55k of Mw (“k”?means 103). SEM observation of fractured surface of CF/TP-EP Compo. showed that the fracture mode changed from interfacial failure to fiber breakage dominated failure. The smooth surface of carbon fibers appeared at lower Mw than 55k while some resin remained on the fibers indicating good adhesion between carbon fiber and matrix at higher Mw than 55k. The interfacial shear strength between carbon fiber and matrix bi-linearly increased with an increase of Mw similarly to the bending strength of the composite, measured by the micro droplet test. The dynamic loss tanδ?of the matrix measured at 2?Hz also showed a bi-linear relationship with respect to Mw having a knee point at Mw = 55k. The connection probability of two cracks introduced on?each side of specimens also confirmed that the interfacial strength between carbon fiber and matrix is the key for the mechanical performance of CF/TP-EP Compo. in bending.

微波脉冲大气击穿临界场强估计

针对高功率微波在大气传输中可能出现的击穿现象,研究了脉冲序列中首次击穿时的延迟脉冲数,发现其与种子电子、脉冲击穿概率以及微波场强密切相关。研究发现,微波场强可通过作用于种子电子间接影响脉冲击穿概率和延迟脉冲数,由此提出利用延迟脉冲数估计微波击穿临界场强的方法,并定义在脉冲击穿概率大于一定值时的微波临界场强作为击穿阈值。推导了脉冲击穿概率的估计公式,并对估计量的性能进行了分析,随后利用S波段微波大气击穿模拟装置开展了实验验证。实验结果表明,在一定范围内,重复频率微波脉冲击穿延迟脉冲数仅与种子电子产生率和脉宽成反比,能用于估计脉冲击穿概率,进而给出击穿临界场强。

考虑温度和时间双重影响的混凝土蠕变模型构建

为了研究温度对混凝土结构蠕变特性的影响,开展不同温度作用下混凝土三轴蠕变试验,分析了不同温度作用下混凝土结构的轴向蠕变特性。在温度作用下,混凝土的内部损伤与非均匀程度参数有关,建立非均匀程度参数与温度之间的关系;假定混凝土蠕变模型是关于温度和时间的函数,结合上述损伤变量和微元体强度分布概率模型,建立了考虑温度和时间双重影响的混凝土蠕变模型。基于最小二乘法和试验数据对模型的准确性进行验证,并采用西原模型对其优越性作进一步验证。结果表明:不同温度作用下蠕变损伤模型与试验数据的吻合度都较好,且相关性系数在0.95以上,说明了所建立模型的正确性;同时,该模型与试验数据的吻合度要优于西原模型,并且在描述加速蠕变方面具有一定的优越性。该理论模型为地下工程中混凝土支护结构的长期变形预测研究提供理论依据。

转动对数周期天线整体可靠性量化评估

为量化评估转动对数周期天线等机电类设备的整体可靠性,本文研究了电气元器件的可靠性预计和结构构件的可靠度计算,基于应力、强度干涉理论提出了一种通过总失效率来评估机电设备整体可靠性的方法。通过研究电子器件和结构构件的可靠性和失效概率,通过汇总计算的机电设备总失效率,得出整机的MTBF(平均故障间隔时间),从而量化评估机电设备的整体可靠性。最后,本文以某转动对数周期天线产品为例,分析了设备总失效率和整机MTBF的计算过程,通过本方法可在方案、设计阶段量化评估机电产品的整体可靠性,以指导可靠性设计,提高产品的最终使用可靠性。

基于导波监测的复合材料加筋结构冲击后剩余强度预测

对应用超声导波在线监测信息评估复合材料加筋结构冲击后剩余强度进行了研究。首先针对所监测的对象设计布置了压电传感网络并构建结构健康监测系统,通过局部信号差分系数计算出不同传感路径上的损伤指标,融合损伤概率成像方法识别损伤位置,测算形状因子以近似表征损伤尺寸。然后构建加筋结构有限元模型,由在线监测结果反馈损伤信息,采用软化夹杂法等效冲击损伤,依据复合材料损伤渐进失效分析理论,预测冲击后加筋结构的剩余极限强度。通过低速冲击、超声导波监测和压缩强度等一系列实验验证了所提出方法的有效性,为结构健康监测最高层次的应用提供基础。

不依赖位置坐标的室内Wi-Fi网络覆盖度量方法

3GPP在版本16(R16,Release 16)中升级了最小化路测(MDT,minimization of drive test)技术,提出移动终端可利用4G/5G网络自主上报Wi-Fi信号的接收信号强度指示(RSSI,received signal strength indicator),为运营商度量Wi-Fi网络的覆盖率带来了可能性。然而,现有基于MDT技术的网络覆盖度量方法严重依赖GPS提供的位置坐标,但全球定位系统(GPS,global positioning system)不能提供室内精准定位,无法用于室内Wi-Fi网络的覆盖度量。为此,提出了一种不依赖位置坐标的RSSI聚类方法,充分利用室内相近位置RSSI的统计相似性,区分不同位置的RSSI测量差异,在无位置坐标条件下准确估计出室内Wi-Fi网络的覆盖率。实验结果表明,所提方法估计的覆盖率与基于真实位置坐标测量的覆盖率相近,度量准确度明显优于现有的其他方法。

基于离散元的沥青砂浆拉压细观特性对比

文中基于沥青胶砂单轴拉伸强度试验,构建并校准了离散元模型,对拉压荷载下的接触、概率密度、力链分布及线粘性比例等进行了细观对比分析.结果表明:拉伸和压缩荷载方向的改变,沥青砂浆体系接触力及数量分布规律、应力概率密度分布规律及力链分布规律无显著差异,沥青砂浆材料组成相同,抵抗外部荷载的空间细观结构不变;沥青砂浆单轴拉伸和压缩强度差异显著的根本原因在于抵抗荷载的主体的差异,压缩荷载下由沥青砂浆中集料嵌挤和沥青胶结作用共同抵抗,拉伸荷载下由沥青砂浆中沥青胶结作用抵抗.

织物芯输送带拉伸强度试验下各数据的概率分布研究

从织物芯输送带拉伸强度试验获得应力与形变的样本数据,对拉伸强度、拉断力、拉断伸长率、参考力伸长率进行了分析统计;以不同的概率分布模型进行了拟合,并采用K-S检验法确定了各数据最适用的概率分布模型,对拉伸强度进行了简单的可靠性分析。研究结果表明,拉伸强度分布、拉断力分布、拉断伸长率最适合用Laplace分布来描述,而Weibull分布最适用于参考力伸长率分布。该试验的统计分析结果可为深入认识输送带的变形破坏规律和工程安全可靠度或失效概率研究提供试验数据支撑。

岩石锚杆抗拔实验数据处理及可靠度分析

利用随机-模糊理论分析了复杂岩体中锚杆的锚固强度现场实验数据,提出了求解随机-模糊概型的有效方法,并通过实例证明了随机-模糊处理方法的正确性,以锚杆侧剪应力的指数分布形式为前提分析了锚杆受拉拔力作用时的可靠度。

岩石力学参数概率分布的信息熵推断

基于信息论的最大熵原理,直接用牛顿迭代法,由样本矩来推断岩石力学参数的概率密度函数,并且用精度较高的K-S检验法,从理论上证明所求的密度函数的正确性。算例表明,该方法避免了复杂的数值计算,可以满足岩石工程随机可靠性分析的要求。直接根据试验样本信息和统计方法推断,而不是先假定成经典的理论概率分布,具有更充分的数学和物理意义。由于概率分布采用指数形式而不是幂函数系多项式,避免了计算中的震荡等不稳定现象。

岩土工程可靠度关于强度参数分布函数概型的敏感度分析

应用岩土工程可靠度计算中常用的一次二阶矩（ＦＯＳＭ）法，以ＭｏｈｒＣｏｕｌｏｍｂ准则的抗剪强度参数ｃ，φ为例，针对各种不同分布函数概型对可靠度指标的敏感度进行了定量分析。结果表明，岩土工程可靠度计算中分布函数概型引起的可靠度误差不容忽视。

长江中游地区洪涝灾害风险分析

通过确定洪涝指数,对长江中游地区洪涝灾害的强度特征进行了分析,采用蒙特卡罗模拟方法对该地区极端降水事件的发生概率进行了模拟。结果表明,长江中游地区洪涝灾害发生频繁,灾害损失严重,极端降水事件发生的概率风险很大,洪涝灾害和灾情的关系较为密切。

陶瓷切口强度的概率分布(Ⅰ)基本表达式

本文对Al2O3陶瓷的强度实验结果进行了进一步分析，分析结果表明：陶瓷的弯曲切口强度和弯曲断裂强度的实验结果同时服从正态分布、对数正态分布和两参数Weibull分布．进而根据脆性材料切口强度表达式和概率论一般原理，求得了切口强度和弯曲强度统计特征参量间的相互关系表达式，并进行了验证．

Al_2O_3/TiC复合陶瓷高温弯曲强度与弯曲切口强度研究

研究了Ａｌ２Ｏ３／ＴｉＣ复合陶瓷的高温弯曲断裂强度和弯曲切口强度。实验结果表明，该材料在６００℃以下，弯曲强度基本没有变化，８００℃时弯曲强度开始下降。６００℃弯曲切口强度与室温切口强度变化规律相同，可以由室温弯曲切口强度关系式预测。８００℃时切口敏感性降低，弯曲切口强度与室温下切口强度的变化规律不同。另外，对弯曲强度试样结果进行统计处理，分析表明该陶瓷材料的室温和高温弯曲强度和弯曲切口强度均符合Ｗｅｉｂｕｌ分布；相同温度的弯曲强度与切口强度的Ｗｅｉｂｕｌ模数基本相同；高温弯曲切口强度分散性均小于室温弯曲切口强度分散性。