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Focus on nonlinear analysis research / Gualtiero Padovani and Manuel Occhino, editors.
- Format:
- Book
- Series:
- Mathematics research developments series.
- Mathematics research developments
- Language:
- English
- Subjects (All):
- Nonlinear theories.
- Regression analysis.
- Physical Description:
- 1 online resource (218 p.)
- Edition:
- 1st ed.
- Place of Publication:
- Hauppauge, N.Y. : Nova Science Publishers, Inc., 2013.
- Language Note:
- English
- Summary:
- In this book, the authors present current research on non-linear analysis, from across the globe. Topics include modelling of the characteristics of inelastic members of reinforced concrete structures in seismic non-linear analysis; automatic estimation of the apnea-hypopnea index from oxygen saturation recordings using non-linear regression analysis; non-linearity in bridge structural analysis; non-linear analysis of spontaneous MEG activity in Alzheimer's disease; mesh free-enriched finite element methods for non-linear analysis of path-independent and path-dependent problems in solids; non-linear analysis research in biomedical engineering; and non-linear evolution analysis for flow during alloy crystallisation.
- Contents:
- Intro
- FOCUS ON NONLINEAR ANALYSIS RESEARCH
- CONTENTS
- PREFACE
- MODELLING OF CHARACTERISTICS OF INELASTIC MEMBER OF REINFORCED CONCRETE STRUCTURES IN SEISMIC NONLINEAR ANALYSIS
- ABSTRACT
- 1. INTRODUCTION
- 2. AVAILABLE CHORD ROTATIONS OF STRUCTURAL R/C MEMBERS OF BUILDING
- 2.1. General
- 2.2. Stress-Strain Diagram of Unconfined Concrete
- 2.3. Stress-Strain Diagram of Cold Worked Steel
- 2.4. Stress-Strain Diagram of Confined Concrete
- 2.4.1. Numerical Example
- 2.5. Available Yield Chord Rotation θ of a Cantilever y
- 2.6. Available Ultimate Chord Rotation θ of a Cantilever usy
- 2.7. Available Cyclic Shear Strength V of a Cantilever R1
- 2.8. Moment-Chord Rotation Diagram M-θ of the Cantilever
- 2.9. Effective Flexural Stiffness of Member Sections
- 2.10. Numerical Application
- 2.11. Modelling of Masonry Infill Walls
- 3. SEISMIC DEMAND CHORD ROTATIONS OF STRUCTURAL MEMBERS OF BUILDING
- 3.1. Exterior Roof Joint in Single-Storey Frame
- 3.1.1. First Plastic Hinge at Beam-End
- 3.1.2. Seismic Demand Plastic Rotation at the Beam-End for pbuu demy
- 3.2. Interior Roof Joint in Single-Storey Frame
- 3.2.1. First Plastic Hinge at Beam-End
- 3.2.2. Demand Plastic Rotation at the Beam-End for pbuu demy1
- 3.3. Exterior and Interior Floor Joint in Multi-Storey Frame
- 3.3.1. First Plastic Hinge at Beam-End
- 3.3.2. Demand Plastic Chord Rotation at Beam-End pb
- 4. DISCUSSION
- REFERENCES
- AUTOMATIC ESTIMATION OF THE APNEA-HYPOPNEA INDEX FROM OXYGEN SATURATION RECORDINGS USING NON-LINEAR REGRESSION ANALYSIS
- 2. SUBJECTS AND SIGNALS
- 3. METHODS
- 3.1. Signal Preprocessing
- 3.2. Feature Extraction
- 3.2.1. Time-Domain Analysis of SaO2 Data
- 3.2.2. Frequency-Domain Analysis of SaO2 Data.
- 3.3. Generalized Regression Neural Networks (GRNN)
- 4. RESULTS
- 4.1. Performance Assessment
- 4.2. Training Set
- 4.3. Test Set
- 5. DISCUSSION
- CONCLUSION
- ACKNOWLEDGMENTS
- NONLINEARITY IN BRIDGE STRUCTURAL ANALYSIS
- 2. ANALYTICAL APPROACH
- Linearity and Nonlinearity Iterations
- Elastic and Inelastic Buckling Analyses
- 3. MATERIAL NONLINEARITY
- Stress-Strain Relationships
- Unconfined and Confined Concrete
- Reinforcing Steel and Structural Steel
- Others
- 4. GEOMETRY NONLINEARITY
- Deflection Theory of Long-Span Bridges
- Modern Matrix Analysis
- 5. NONLINEARITY DUE TO CHANGE OF STATUS
- Types of Gap Elements
- Example "Contact" Problems by 3-D Friction-Gap Element
- 6. NONLINEAR ANALYSIS OF LONG-SPAN BRIDGES
- Cable Stayed Bridge Example
- Suspension Bridge Example
- 7. NONLINEAR SEISMIC ANALYSIS OF BRIDGE STRUCTURES
- Linear and Nonlinear Seismic Analyses
- Nonlinear Time-History Analysis
- Modal Pushover Analysis (MPA) Procedure for Bridges' Application
- Case Study
- 1. Analyzed Bridge Model
- 2. Foundation Stiffness
- NONLINEAR ANALYSIS OF SPONTANEOUS MEG ACTIVITY IN ALZHEIMER'S DISEASE
- 2. MATERIALS
- 2.1. Subjects
- 2.2. MEG Recording
- 3. METHODOLOGY
- 3.1. Lempel-Ziv Complexity (LZC)
- 3.2. Sample Entropy (Sampen)
- 3.3. Detrended Fluctuation Analysis (DFA)
- MESHFREE-ENRICHED FINITE ELEMENTMETHOD FOR NONLINEAR ANALYSIS OF PATH-INDEPENDENT AND PATH- DEPENDENT PROBLEMS IN SOLIDS
- 2. ELEMENT FORMULATION
- 2.1. Meshfree-Enriched Finite Element Triangular Elements
- 2.2. Smoothing of Deformation Gradient in Meshfree-Enriched Finite Element Triangular Elements.
- 3. NONLINEAR MESHFREE-ENRICHED FINITE ELEMENT FORMULATION
- 3.1. Elasticity
- 3.1.1. Modified Variational Functional and Material Nonlinearity
- 3.1.2. Nonlinear Finite Element Formulation and Discrete Equation
- 3.2. Plasticity
- 4. NUMERICAL EXAMPLES
- 4.1. Radial Bushing of Rubber Cylinder
- 4.2. Compression Problem
- 4.3. Punch Problem
- NONLINEAR ANALYSIS RESEARCH IN BIOMEDICAL ENGINEERING
- INTRODUCTION
- NONLINEAR METHODS IN BIOLOGY AND PHYSIOLOGY
- POINCARE PLOT
- APPROXIMATE ENTROPY
- SAMPLE ENTROPY
- FRACTAL DIMENSION
- CORRELATION DIMENSION
- DETRENDED FLUCTUATION ANALYSIS
- RECURRENCE PLOT
- REQUIREMENTS FOR NONLINEAR ANALYSIS
- NONLINEAR EVOLUTION ANALYSIS FOR FLOW DURING ALLOY CRYSTALLIZATION
- Abstract
- 1.Introduction
- 2.MushyLayerwithaPermeableMush-LiquidInterface
- 2.1.SolutionProcedure
- 2.2.BasicStateSolutions
- 2.3.PerturbedSystem
- 2.4.DerivationofLinear,First-orderandSecond-orderSystems
- 2.4.1.LinearSystem
- 2.4.2.AdjointSystem
- 2.4.3.FirstOrderSystem
- Two-αMode
- Zero-αMode
- 2.4.4.SecondOrderSystem
- 2.5.DerivationoftheLandau-typeEquation
- 2.6.NumericalResultsforPermeableMush-LiquidInterface
- 3.MushyLayerwithaMagneticField
- 3.1.SolutionProcedure
- 3.2.HigherOrderSystems
- 3.2.1.LinearSystem
- 3.2.2.AdjointSystem
- 3.2.3.FirstOrderSystem
- 3.2.4.SecondOrderSystem
- 3.3.LandauEquationforMagneticCase
- 3.4.NumericalResultsforMagneticCase
- 4.Conclusion
- Acknowledgment
- References
- INDEX.
- Notes:
- Description based upon print version of record.
- Includes bibliographical references and index.
- Description based on print version record.
- ISBN:
- 1-62417-351-9
- OCLC:
- 923665312
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