时滞大系统的稳定度分析

本文研究时滞大系统的稳定度问题。通过不等式分析手段,给出了系统的稳定度的一些充分条件。

基于脉间指纹特征的雷达个体识别可行性分析

针对基于脉间指纹特征进行雷达个体识别的可行性问题,对影响因素进行了全面分析,通过PRI高精度测量、晶振钟频提取和PRI稳定度分析三个方面对其进行了分析验证,最终证明了可以利用脉冲信号的脉间指纹特征进行雷达个体识别,为今后该方向的研究与发展奠定了一定的理论基础。

A类泡沫灭火剂稳定性研究

采用LUMiFuge稳定度分析仪测试了A类泡沫灭火剂的稳定性,探讨了不同表面活性剂配比、有机溶剂对该泡沫灭火剂稳定性的影响。结果表明:当两性、阴离子表面活性剂物质的量浓度相同或相差10%时,溶液体系不稳定,而当其物质的量浓度相差为20%时,A类泡沫灭火剂容易形成稳定体系,有机溶剂1,2-丙二醇和乙醇的加入有助于提高溶液体系的稳定性。

高分七号卫星激光测高仪光斑质心位置变化分析

高分七号卫星搭载了我国首个具备全波形记录能力的对地观测激光测高仪,可以大范围地获取高精度三维坐标,其定位精度高度依赖于激光指向角的测量精度。针对数据特点,提出了一种阈值约束的椭圆拟合光斑质心提取算法,并建立了长周期指向角稳定性监测与分析系统。首先,用阈值法确定激光光斑轮廓的边缘;其次,通过腐蚀操作消除孔隙、噪声的影响;然后,通过椭圆拟合进一步约束激光光斑的形状,保留光斑的特征参数;最后,通过灰度重心法提取质心坐标。实验结果表明:光斑的质心位置在1.4 pixel内变化,对应的指向角度每月在0.434″内变化,较为稳定。文中相关算法、结论对我国后续激光测高卫星研制、指向稳度监测具有一定的借鉴意义。

四川省稻城县2017年11月2日大雪漏报分析

稻城县2017年11月2日大雪天气主要受南支槽和冷空气的共同影响,稻城县出现了明显的降温和大雪天气过程。11月1日8:00 500 h Pa天气图上巴尔喀什湖为一脊,贝加尔湖为一横槽,槽区有温度槽配合,为一脊一槽的环流形势。冷空气沿偏北气流南下影响稻城县。南支槽槽前的西南气流偏南,对稻城县水汽输送不充足,所以在11月1日的天气预报中预报2日有中雪,且忽略了地形对稻城县降雪的影响,但期间大气层结为中上层较干、低层较湿现象,形成上升运动,不稳定能量较强,有利于大雪天气发生发展。通过对此次漏报分析,认为预报过程中未考虑该地区地形特征影响,仅凭水汽条件不充足就判断降雪强度不大甚至无降雪,由此也为以后的预报天气提供经验,从而提高预报准确率。

一种频标信号数字化测量仪器的研制

分析了经典高精度频率测量方法的优点和不足,提出了双混频数字化的基准频率测量方法,采用多通道同步测量和数字互相关技术,解决了传统双混频时差测量法中公共振荡器噪声不能完全被抵消的问题,同时降低了测量器件噪声的影响。引入数字信号处理技术测量频率标准信号,实现传统仪器测量功能的同时,还具有现代仪器的分析、图形化显示、存储等功能。根据双混频数字化基准频率测量方法研制的频率稳定度分析仪样机,能同时比对8个基准频率信号的相位或频率差,测量10 MHz频率信号,目前已测得以Allan方差表征的本底噪声为9.01×10-15(τ=1 s)和1.1×10-16(τ=1×104s)。与目前标称本底噪声最低的同类商业产品(美国Symmetricom公司的5125A)进行了同时同条件的比测,结果显示,两仪器对相同被测源的测试结果一致。经本底噪声比对测试,研制样机的短稳指标优于5125A,而5125A的长稳更好,总体指标性能相当。总之,双混频数字化基准频率测量方法具有可实现性,研制样机的本底噪声水平达到了10-15量级。

星上系统时间算法研究

针对星上缺乏系统时间会出现钟差整体漂移的问题,本文提出两种新的钟速初值预报方法建立集中处理模式下星上系统时间算法:用每颗星第1天的前两历元的钟差预测钟速初值和用每颗星每天的前两历元钟差预测钟速初值。仿真结果表明,算法合理,两种方法得到的自主系统时间与国际全球导航卫星系统服务时间(IGST)相比,60天的偏移程度均在100 ns以内,用每颗星第1天的前两历元的钟差预测钟速初值建立的系统时间稳定性更好。

Stability analysis of shallow tunnels subjected to seepage with strength reduction theory

Based on strength reduction theory,the stability numbers of shallow tunnels were investigated within the framework of upper and lower bound theorems of limit analysis. Stability solutions taking into account of water seepage were presented and compared with those without considering seepage. The comparisons indicate that the maximum difference does not exceed 3.7%,which proves the present method credible. The results show that stability numbers of shallow tunnels considering seepage are much less than those without considering seepage,and that the difference of stability numbers between considering seepage and without considering seepage increase with increasing the depth ratio. The stability numbers decrease with increasing permeability coefficient and groundwater depth. Seepage has significant effects on the stability numbers of shallow tunnels.

DARPA Robotics Grand Challenge Participation and Ski-Type Gait for Rough-Terrain Walking

In this paper, we briefly introduce the history of the Defense Advanced Research Projects Agency(DARPA) Grand Challenge programs with particular focus on the 2012 Robotics Challenge. As members of team DRC-HUBO, we propose different approaches for the Rough-Terrain task, such as enlarged foot pedals and a transformation into quadruped walking. We also introduce a new gait for humanoid robot locomotion to improve stability performance, called the Ski-Type gait. We analyze the stability performance of this gait and use the stability margin to choose between two candidate step sequences, Crawl-1 and Crawl-2. Next, we perform a force/torque analysis for the redundant closedchain system in the Ski-Type gait, and determine the joint torques by minimizing the total energy consumption. Based on the stability and force/torque analysis, we design a cane length to support a feasible and stable Crawl-2 gait on the HUBO2 humanoid robot platform. Finally, we compare our experimental results with biped walking to validate the SkiType gait. We also present our team performance in the trials of the Robotics Challenge.

Vane Shear Strength Based Stability Analysis of Slopes in Unconsolidated Soft Clay

In-situ vane shear test is frequently performed to determine shear strength for slope stability analysis in Tianjin New Harbor.However,the soil shear strength varies with the shear plane orientation.A possible means to reduce the effect of directional dependency of shear strength is to convert the in-situ vane shear strength into undrained shear strength parameters.A method of converting in-situ vane shear strength into undrained shear strength parameters is presented.The shear strength parameters determined for all of the in-situ vane shear strengths are subjected to statistical regression analysis to take into consideration the possible effect of non-homogeneity in the soft clay deposit.Using the regressed shear strength parameters,slope stability analyses are performed for five existing soil slopes.The results of stability analyses indicate that the safety factors obtained from the converted parameters reflect the state of the slopes analyzed much better than those obtained from in-situ vane shear strength and laboratory consolidated-undrained and unconsolidated-undrained strength parameters.It is concluded that the presented methsod of determining undrained shear strength parameters for in-situ vane shear strength is effective.

A case study of multi-seam coal mine entry stability analysis with strength reduction method

In this paper,the advantage of using numerical models with the strength reduction method(SRM) to evaluate entry stability in complex multiple-seam conditions is demonstrated.A coal mine under variable topography from the Central Appalachian region is used as a case study.At this mine,unexpected roof conditions were encountered during development below previously mined panels.Stress mapping and observation of ground conditions were used to quantify the success of entry support systems in three room-and-pillar panels.Numerical model analyses were initially conducted to estimate the stresses induced by the multiple-seam mining at the locations of the affected entries.The SRM was used to quantify the stability factor of the supported roof of the entries at selected locations.The SRM-calculated stability factors were compared with observations made during the site visits,and the results demonstrate that the SRM adequately identifies the unexpected roof conditions in this complex case.It is concluded that the SRM can be used to effectively evaluate the likely success of roof supports and the stability condition of entries in coal mines.

Slope stability FEM analysis and retaining wall design:a case study of clinker in Benxi of Liaoning

Stability is always the most important problem after high slope was excavated.The study analyzed the stress and strain inside the slope by Finite Element Method(FEM) and carried through stress distribution and failure zone,then analyzed the stability of the slope using three different methods and came to the conclusion that it is in unstable condition,so the designed retaining wall was put forward which makes the slope stable.

Prediction of representative deformation modulus of longwall panel roof rock strata using Mamdani fuzzy system

Deformation modulus is the important parameter in stability analysis of tunnels, dams and mining struc- tures. In this paper, two predictive models including Mamdani fuzzy system （MFS） and multivariable regression analysis （MVRA） were developed to predict deformation modulus based on data obtained from dilatometer tests carried out in Bakhtiary dam site and additional data collected from longwall coal mines. Models inputs were considered to be rock quality designation, overburden height, weathering, unconfined compressive strength, bedding inclination to core axis, joint roughness coefficient and fill thickness. To control the models performance, calculating indices such as root mean square error （RMSE）, variance account for （VAF） and determination coefficient （R^2） were used. The MFS results show the significant prediction accuracy along with high performance compared to MVRA results. Finally, the sensitivity analysis of MFS results shows that the most and the least effective parameters on deformation modulus are weatherin~ and overburden height, respectively.

Detailed string stability analysis for bi-directional optimal velocity model

The class of bi-directional optimal velocity models can describe the bi-directional looking effect that usually exists in the reality and is even enhanced with the development of the connected vehicle technologies. Its combined string stability condition can be obtained through the method of the ring-road based string stability analysis. However, the partial string stability about traffic fluctuation propagated backward or forward was neglected, which will be analyzed in detail in this work by the method of transfer function and its H∞ norm from the viewpoint of control theory. Then, through comparing the conditions of combined and partial string stabilities, their relationships can make traffic flow be divided into three distinguishable regions, displaying various combined and partial string stability performance. Finally, the numerical experiments verify the theoretical results and find that the final displaying string stability or instability performance results from the accumulated and offset effects of traffic fluctuations propagated from different directions.

Limit equilibrium analysis for rock slope stability using basic Hoek–Brown strength criterion

Hoek–Brown(HB)strength criterion can reflect rock’s inherent failure nature,so it is more suitable for analyzing the stability of rock slopes.However,the traditional limit equilibrium methods are at present only suitable for analyzing the rock slope stability using the linear equivalent Mohr–Coulomb(EMC)strength parameters instead of the nonlinear HB strength criterion.Therefore,a new method derived to analyze directly the rock slope stability using the nonlinear HB strength criterion for arbitrary curve slip surface was described in the limit equilibrium framework.The current method was established based on certain assumptions concerning the stresses on the slip surface through amending the initial normal stressσ0 obtained without considering the effect of inter-slice forces,and it can satisfy all static equilibrium conditions of the sliding body,so the current method can obtain the reasonable and strict factor of safety(FOS)solutions.Compared with the results of other methods in some examples,the feasibility of the current method was verified.Meanwhile,the parametric analysis shows that the slope angleβhas an important influence on the difference of the results obtained using the nonlinear HB strength criterion and its linear EMC strength parameters.Forβ≤45°,both of the results are similar,showing the traditional limit equilibrium methods using the linear EMC strength parameters and the current method are all suitable to analyze rock slope stability,but forβ>60°,the differences of both the results are obvious,showing the actual slope stability state can not be reflected in the traditional limit equilibrium methods,and then the current method should be used.

Research on the stability analysis and design of soil tunnel surrounding rock

The paper first analyzes the failure mechanism and mode of tunnel according to model experiments and mechanical calculation and then discusses the deficiency of taking the limit value of displacement around the tunnel and the size of the plastic zone of surrounding rock as the criterion of stability. So the writers put forward the idea that the safety factor of surrounding rock calculated through strength reduction FEM(finit element method) should be regarded as the criterion of stability,which has strict mechanical basis and unified standard and would not be influenced by other factors. The paper also studies the safety factors of tunnel surrounding rock (safety factors of shear and tension failure) and lining and some methods of designing and calculating tunnels. At last,the writers take the loess tunnel for instance and show the design and calculation results of two-lane railway tunnel.

System reliability analysis of seismic pseudo-static stability of rock wedge based on nonlinear Barton–Bandis criterion

Based on the nonlinear Barton–Bandis(B–B)failure criterion,this study considers the system reliability of rock wedge stability under the pseudo-static seismic load.The failure probability(Pf)of the system is calculated based on the Monte−Carlo method when considering parameter correlation and variability.Parameter analysis and sensitivity analysis are carried out to explore the influence of parameters on reliability.The relationships among the failure probability,safety factor(Fs),and variation coefficient are explored,and then stability probability curves of the rock wedge under the pseudo-static seismic load are drawn.The results show that the parameter correlation of the B–B failure criterion has a significant influence on the failure probability,but correlation increases system reliability or decreases system reliability affected by other parameters.Under the pseudo-static seismic action,sliding on both planes is the main failure mode of wedge system.In addition,the parameters with relatively high sensitivity are two angles related to the joint dip.When the coefficient of variation is consistent,the probability of system failure is a function of the safety factor.

Stability analysis and stabilization of wireless networked control systems based on deadband control scheduling

The stability analysis and stabilization problems of the wireless networked control systems(WNCSs) with signal transmission deadbands were considered. The deadbands were respectively set up at the sensor to the controller and the controller to the actor sides in the WNCS, which were used to reduce data transmission, furthermore, to decrease the network collision and node energy consumption. Under the consideration of time-varying delays and signal transmission deadbands, the model for the WNCS was presented. A novel Lyapunov functional which took full advantages of the network factors was exploited. Meanwhile, new stability analysis and stabilization conditions for the WNCS were proposed, which described the relationship of the delay bounds, the transmission deadband bounds and the system stability. Two examples were used to demonstrate the effectiveness of the proposed methods. The results show that the proposed approach can guarantee asymptotical stability of the system and reduce the data transmission effectively.

Application of material strength reserve method to the stability analysis of earth dam of feilaixia multipurpose project

The material strength reserve method is practical in the study of the stability and failure mechanism of earth dam by analysing the development of failure zone of different shear strength parameters of the earth mass of the dam. The stability in the concrete dam and ensemble architecture has got general application while analysing. In combination with Feilaixia Multipurpose Project, application of this method to earth dam stability analysis was studied by plane Finite Element Method(FEM) for the first time. Through plane FEM, we can get the failure mechanism of earth dam and appraise to the security, for operating and managing put forward some reference suggestions.

Numerical analysis on stability of surrounding rock mass around deep roadway

Numerical simulations of the deep roadway were carried out through application of the strain-softening constitutive model. Differences between the deep and shallow roadway of the rock bearing structure were analyzed. Influences of the supporting resistance on the rock bearing structure at the deep roadway were discussed. The results show that there is alternation of strong and weak strength-softening region in the surrounding rock of deep roadway. However, the increase in the supporting resistance cuts down the size of strength-softening region of surrounding rock, decreases its strength-softening degree, and im- proves the stress distribution condition of the surrounding rock mass. It is concluded that the supporting resistance can raise the self-supporting ability of surrounding rock through controlling its strength-softening so as to make the rock bearing structure of deep roadway stable.