01背包问题穷举法

MSC.MARC是功能齐全的高级非线性有限元软件，具有极强的结构分析能力。可以处理各种线性和非线性结构分析包括：线性/非线性静力分析、模态分析、简谐响应分析、频谱分析、随机振动分析、动力响应分析、自动的静/动力接触、屈曲/失稳、失效和破坏分析等ContentsMarc Volume A: Theory and User InformationrefaceAbout this manual■■■■20Purpose of volume A20Contents of volume a20How to Use this manual211 The Marc SystemMarc Programs............■■23Marc for Analysis23Mentat or patran for gul24Structure of marc24Procedure Library24Material Library24Element Library25Program Function Library25Features and benefits of marc252 Program InitiationMarc Host Systems27Workspace Requirements27Marc Workspace Requirements27File Units30Program Initiation.........32Examples of running marc Jobs■■■■■344 Marc Volume A: Theory and User Information3 Data EntryInput Conventions38Input of List of Items39Examples of lists41Table Driven Input■■41Table Input42Parameters46Model Definition Options46History Definition Options46REZONE Option474 Introduction to mesh definitionDirect Input49Element Connectivity Data49Nodal coordinate data53Activate/Deactivate54User Subroutine Input54MESH2D54Block definition54Merging of Nodes54Block Types55Symmetry, Weighting, and Constraints57Additional Options58Mentat58FXORD Option59Major classes of the fXoRD Option59Recommendations on Use of the FXORD Option63Incremental mesh generators■■■■■63Bandwidth Optimization64Rezoning.....64Substructure65Technical Background66Scaling Element Stiffness67Contents 5BEAM SECT Parameter■■■68Orientation of the Section in Space68Definition of the section68Error Analysis74ocal AdaptivityNumber of Elements Created7474Boundary Conditions75Location of new nodes76Adaptive Criteria77Automatic Global remeshing80Remeshing criteria84Remeshing TechniquesPatran Tetrahedral mesher885 Structural Procedure LibraryLinear Analysis99Accuracy100Error estimates100Adaptive meshing101Fourier Analysis101Nonlinear Analysis104Geometric nonlinearities108Eulerian FormulationArbitrary Eulerian-Lagrangian(AEL) Formulation118Nonlinear Boundary Conditions118Buckling Analysis120Perturbation Analysis121Computational Procedures for Elastic-Plastic Analysis126Creep138Viscoelasticity142Viscoplasticity143Fracture Mechanics144Linear fracture mechanics144Nonlinear fracture mechanics147Numerical Evaluation of the J-integral148Numerical Evaluation of the Energy Release Rate with the VCCT Method150Automatic Crack PropagationDynamic Fracture Methodology1626 Marc Volume A: Theory and User InformationDynamic crack Propagation..162Crack Initiation163Mesh Splitting165Mesh Splitting Along Edges or Faces165Mesh Cutting167Dynamics...168Modal(Eigenvalue) Analysis.168Harmonic Response172Spectrum Response75Transient Analysis179Inertia relief191Rigid Body Mode Evaluation.191Rigid-Plastic Flow195Steady State Analysis95Transient Analysis196Technical background..196Superplasticity197Soil Analysis199Technical formulation200Mechanical Wear.,,,,,,,,203Design Sensitivity Analysis........■■205Theoretical considerations207Design Optimization208Approximation of Response Functions Over the Design Space..209Improvement of the Approximation211The Optimization algorithmMarc User Interface for Sensitivity Analysis and Optimization212Define Initial State with Results from a Previous Analysis215Pre state215Model sections217Steady State Rolling Analysis219Kinematics219lnetⅰaE仟fect...221Rolling Contact221Steady state rolling with marc221ContentsStructural Zooming Analysis.222Element Types Supported223Uncoupled Thermal Stress Analysis223Cure-Thermal-Mechanically Coupled Analysis224Cure Kinetics225Cure Shrinkage Strain228References,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,2296 Nonstructural Procedure LibraryHeat Transfer234Thermal Contact235Convergence Controls235Steady state Analysis236Transient Analysisemperature Effects238Initial Conditions239Boundary Conditions239Surface Energy243Thermochemical Ablation and Surface Energy Balance244Mathematical Presentation244Mechanical Erosion251Mechanical Erosion by Other Actions251pyrolySis251Coking255Monitoring Thermal Degradation258Presentation of the Energy Equation260Ablation262Welding27Radiation278Conrad Gap292Channel293Output294Diffusion295Technical Background296Hydrodynamic Bearing300Technical Background3028 Marc Volume A: Theory and User InformationElectrostatic Analysis304Technical Background305Magnetostatic Analysis308Technical background..309Magnetodynamic Analysis∴∴320Technical Background322Piezoelectric Analysis325Technical Background326Strain Based Piezoelectric Coupling..328Acoustic Analysis328Rigid Cavity Acoustic Analysis328Technical Background329Fluid mechanics330Finite element formulation333Penalty Method335Steady State Analysis336Transient Analysis336Solid Analysis336Solution of Coupled Problems in Fluids..336Degrees of Freedom337Element Types.337Coupled Analyses∴..■量■画■■■,,,,,,,,339Thermal Mechanically Coupled Analysis341Coupled Acoustic-Structural AnalysisFluid/Solid Interaction- Added Mass Approach342346Coupled Electrostatic-Structural Analysis348Coupled Magnetostatic-Structural Analysis350Coupled Thermal-Electrical Analysis (Joule Heating)352Coupled Electrical-Thermal-Mechanical Analysis355Coupled Magnetostatic-Thermal Analysis357Coupled Magnetodynamic-Thermal Analysis358Coupled Magnetodynamic-Thermal-Structural Analysis..359References∴,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,362Contents 97 Material LibraryLinear Elastic Material365Composite Material ......367Layered Materials368Classical Lamination Theory for Multi-Layered Shells371Material Preferred direction372Material Dependent Failure Criteria376Interlaminar Shear for Thick Shell, Beam, Solid shell, and 3-d Composite brick elements394Interlaminar Stresses for continuum composite elements397Progressive Composite Failure397Mixture model399Gasket403Constitutive model403Nonlinear Hypoelastic Material407Thermo-Mechanical Shape Memory Model422Transformation Induced deformation424Constitutive Theory425Phase Transformation strains425Experimental Data Fitting for Thermo-mechanical Shape Memory Alloy427Mechanical Shape Memory Model431Conversion from Thermo-Mechanical to Mechanical SMA oyExperimental Data Fitting for Mechanical Shape Memory alle434435Elastomer436Updated Lagrange formulation for nonlinear elasticity455Time-independent Inelastic Behavior456Yield Conditions458Mohr-Coulomb Material(Hydrostatic Stress Dependence)464Buyukozturk Criterion(Hydrostatic Stress Dependence)465Powder material465Obtaining Crush Curve and Shear Failure Parameters by Curve Fitting in Marc475Work or strain hardening.....,,,479Flow rule485Constitutive Relations486Time-independent Cyclic Plasticity489Time-dependent Inelastic Behavior492Creep(Maxwell Model)翻495Oak Ridge National Laboratory Laws50010 Marc Volume A: Theory and User InformationSwelling.501Viscoplasticity502Time-dependent Cyclic Plasticity502Anand solder model504Viscoelastic Material505Bergstrom-Boyce Model516Narayanaswamy Model518Frequency-dependent Material Behavior522Viscoelastic Material Behavior in the Frequency Domain522Thermo-Rheologically Simple Material Behavior in the Frequency Domain538Deformation Dependent Relaxation in the Frequency Domain539Harmonic Equations of motion541Performing viscoelastic Analysis in the Frequency Domain543Temperature Effects and Coefficient of Thermal Expansion,546Piecewise Linear Representation547Temperature-Dependent Creep548Coefficient of Thermal Expansion549Time-Temperature-Transformation549Low Tension Material552Uniaxial Cracking Data552LoW Tension Cracking552Tension Softening552Crack Closure553Crushing553Analysis554Soil model554Elastic Models554Cam-Clay Model555Evaluation of soil parameters for the critical state soil model557Damage Models565Ductile metals565Elastomers568Cohesive Zone Modeling570Nonstructural materials578Heat transfer analysis579Piezoelectric Analysis579Thermo-Electrical Analysis579Coupled Electrical-Thermal-Mechanical Analysis579Hydrodynamic Bearing AnalysisFluid/ Solid Interaction Analysis- Added Mass approach579.579

MATLAB精彩编程100例，帮助学习MATLAB

在matlab中用RF的方法对IRIS数据进行分类，取一百个数据用于训练，五十个数据用于测试，并统计错误率，代码经本人运行，可用于学习随机森林

lena;peppers;couple;cameraman等256×256标准灰度图像

剔除测量数据中异常值的若干方法,第1期何平:剔除测量数据中异常值的若干方法21表3n,a相应的Y值3.91-00.010.010.6790.576190.4620.889).765120.6420.5460.5350.4500.7800.642130.6150.52l210.5240.44060.6980.560140.6410.5460.5140.4300.6370.507150.616230.50580.6830.554160.5950.5070.4130).406100.447180.5610.475表4Z,与n值的对应关系3458902131415161820301050zc1.381.541.651.731.801.881.921.962.002.032.072.102.132.152.202.242.392.492.58表51组测量数据(已按顺序从小到大排好)810t20.3020.3920.3920.3920.4020.4020.4]20.4120.4220.4220.4220.4320.4320.4320.43查表3得到临界值Y。(15,0.05)=0.525,根据也都有其局限性。例如:所有的准则都是以数据按正态狄克逊准则,由于Y2>%(15,0.05),故t值是异常分布为前提的,当偏离正态分布时,判断的可靠性将受值,应予舍弃。影响。还有几个准则对n值的要求也各有不同:当大样程序框图如图3所示本测定时,使用莱因达准则最适合,但当小样本测定24肖维勒准则应用软件流程图及实例时,则一般推荐使用格拉布斯准则和狄克逊准则。而肖计算算术平均值t=20.405维勒准则在某种程度上讲仅仅是莱因达准则的补充计算剩余误差v及均方差a=0.01498在实际测量中,一般取测量次数n=5~20次,特从表4中查得相应的Z值(n=15,故Z2=2.13)别精密的测量,也很少超过100~200次。因此,使用根据肖维勒准则检测l1是否为异常值以上各种准则时,必须注意测量次数的限制。对于莱因1-t|=0.105达准则、一般建议测量次数大于或等于50次,而对于而Zσ=2.13×0.01498≈0.03191格拉布斯准则和狄克逊准则,则建议小于或等于20次。但这一区别并不是十分严格的由于|1-t1>z,则t1值异常,应予舍弃。程序框图对小样本来说,由于格拉布斯准则能给出较严格如图4所示。的结果,狄克逊准则无需计算X和o,方法简便,且23几种方法的进一步讨论者的概率意义明确。因此,它们能较好地适用于采样次从以上的应用情况来看,似乎各种准则的应用实数不太多的一般测量列践都很一致,但这只是个特例,并没有普遍性。举这个设X为N(0,1),在1个大小为n的子样中混入例子,只为了更好地说明几种准则都能得到很好的应个Y:N(μ,δ)的子样。有研究结果表明:格拉布用。需要指出的是,以上各准则都是人为主观拟定的,斯方法的检出概率P略高于狄克逊方法的检出概率直到目前为止,还没有统一的规定,因此,它们的应用PD,如表6所示:(N(0,1)叫作标准正态分布)o1994-2012ChinaAcademicJournalElectronicpUblishingHouse.Allrightsreservedhttp://www.cnki.net2航空计测技术第15卷STARTSTARTSTARTSTART输入数据输入数据输入数据输入数据计算算术平均值入计x根据n值,及均方根偏差从表2中计算出相应y计算算术平均值计算剩余误差;,计算T值并选定均方根偏差σ危险率a选定危险率a计算剩余误差v,均方根偏差判别粗大误差查表得相应的(n,a)从表3中查出%(n,a)值从表4中查出相应Z值打印输出结果判别数据是否为异常?判别敦据是否异常判别粗大误差ENDExDENDEND图1莱因达准则应图2格拉布斯准则图3狄克逊准则应图4肖维勒准则应用程序框图应用程序框图用程序框图用程序框图表6P与PD的比较舍。但是,对待粗大误差,除从测量结果中及时发现和利用剔除原则鉴别外,更重要的是提高工作人员的技术a(%)水平和工作责任心,不要在情绪不宁和极度疲劳的情况5.01.0下,进行重要的测量工作。另外,要保证测量条件的稳定,防止因环境条件剧烈变化而产生的突变影响。只有δ11221122这样,才能提高测量的精度,得到满意的测量结果PG(%)10.240.429.854.22.515.712.731.3参考文献PD(%)9.335.726.850.02.212.910.526.31梁晋文等编著.误差理论与数据处理.北京:中国计由于混入的Y不一定是子样中最大的数据,所以,量出版社,1989实际检出效果还要高一些2何国伟编著,误差分析方法.北京:国防工业出版社,4结束语3王文松.测量列中离群值的判断.电测与仪表,1992,从以上论述可以看出,在进行测量数据处理时,可11)以应用各种准则进行粗大误差判别,以决定数据的取o1994-2012ChinaAcademicJournalElectronicpUblishingHouse.Allrightsreservedhttp://www.cnki.net

内含 随机信号分析-高新波 随机信号分析与处理-罗鹏飞 是随机信号处理的经典教材

该实验报告结合船舶参数，利用Simulink环境建立船舶的Nomoto数学模型，首先对其进行回转试验，然后为其设计一个PID控制器使其保持正东航向，最后给船舶加入干扰测试其性能。

【实例简介】来自广东工业大学 计算机网络 全部资料 试题 课件 复习等

这是郑阿奇C#程序设计教程的程序代码部分

里面包含待检索图片，纹理提取部分，相似度匹配。