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Bayesian methods for structural dynamics and civil engineering [[electronic resource] /] / Ka-Veng Yuen
| Bayesian methods for structural dynamics and civil engineering [[electronic resource] /] / Ka-Veng Yuen |
| Autore | Yuen Ka-Veng |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, N.J., : John Wiley & Sons Asia, c2010 |
| Descrizione fisica | 1 online resource (312 p.) |
| Disciplina | 624.101/519542 |
| Soggetto topico |
Engineering - Statistical methods
Structural engineering - Mathematics Bayesian statistical decision theory |
| ISBN |
1-282-54782-8
9786612547829 0-470-82456-5 0-470-82455-7 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
BAYESIAN METHODS FOR STRUCTURAL DYNAMICS AND CIVIL ENGINEERING; Contents; Preface; Acknowledgements; Nomenclature; 1 Introduction; 1.1 Thomas Bayes and Bayesian Methods in Engineering; 1.2 Purpose of Model Updating; 1.3 Source of Uncertainty and Bayesian Updating; 1.4 Organization of the Book; 2 Basic Concepts and Bayesian Probabilistic Framework; 2.1 Conditional Probability and Basic Concepts; 2.1.1 Bayes' Theorem for Discrete Events; 2.1.2 Bayes' Theorem for Continuous-valued Parameters by Discrete Events; 2.1.3 Bayes' Theorem for Discrete Events by Continuous-valued Parameters
2.1.4 Bayes' Theorem between Continuous-valued Parameters2.1.5 Bayesian Inference; 2.1.6 Examples of Bayesian Inference; 2.2 Bayesian Model Updating with Input-output Measurements; 2.2.1 Input-output Measurements; 2.2.2 Bayesian Parametric Identification; 2.2.3 Model Identifiability; 2.3 Deterministic versus Probabilistic Methods; 2.4 Regression Problems; 2.4.1 Linear Regression Problems; 2.4.2 Nonlinear Regression Problems; 2.5 Numerical Representation of the Updated PDF; 2.5.1 General Form of Reliability Integrals; 2.5.2 Monte Carlo Simulation 2.5.3 Adaptive Markov Chain Monte Carlo Simulation2.5.4 Illustrative Example; 2.6 Application to Temperature Effects on Structural Behavior; 2.6.1 Problem Description; 2.6.2 Thermal Effects on Modal Frequencies of Buildings; 2.6.3 Bayesian Regression Analysis; 2.6.4 Analysis of the Measurements; 2.6.5 Concluding Remarks; 2.7 Application to Noise Parameters Selection for the Kalman Filter; 2.7.1 Problem Description; 2.7.2 Kalman Filter; 2.7.3 Illustrative Examples; 2.8 Application to Prediction of Particulate Matter Concentration; 2.8.1 Introduction 2.8.2 Extended-Kalman-filter based Time-varying Statistical Models2.8.3 Analysis with Monitoring Data; 2.8.4 Conclusion; 3 Bayesian Spectral Density Approach; 3.1 Modal and Model Updating of Dynamical Systems; 3.2 Random Vibration Analysis; 3.2.1 Single-degree-of-freedom Systems; 3.2.2 Multi-degree-of-freedom Systems; 3.3 Bayesian Spectral Density Approach; 3.3.1 Formulation for Single-channel Output Measurements; 3.3.2 Formulation for Multiple-channel Output Measurements; 3.3.3 Selection of the Frequency Index Set; 3.3.4 Nonlinear Systems; 3.4 Numerical Verifications 3.4.1 Aliasing and Leakage3.4.2 Identification with the Spectral Density Approach; 3.4.3 Identification with Small Amount of Data; 3.4.4 Concluding Remarks; 3.5 Optimal Sensor Placement; 3.5.1 Information Entropy with Globally Identifiable Case; 3.5.2 Optimal Sensor Configuration; 3.5.3 Robust Information Entropy; 3.5.4 Discrete Optimization Algorithm for Suboptimal Solution; 3.6 Updating of a Nonlinear Oscillator; 3.7 Application to Structural Behavior under Typhoons; 3.7.1 Problem Description; 3.7.2 Meteorological Information of the Two Typhoons; 3.7.3 Analysis of Monitoring Data 3.7.4 Concluding Remarks |
| Record Nr. | UNINA-9910139364103321 |
Yuen Ka-Veng
|
||
| Singapore ; ; Hoboken, N.J., : John Wiley & Sons Asia, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Bayesian methods for structural dynamics and civil engineering / / Ka-Veng Yuen
| Bayesian methods for structural dynamics and civil engineering / / Ka-Veng Yuen |
| Autore | Yuen Ka-Veng |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, N.J., : John Wiley & Sons Asia, c2010 |
| Descrizione fisica | 1 online resource (312 p.) |
| Disciplina | 624.101/519542 |
| Soggetto topico |
Engineering - Statistical methods
Structural engineering - Mathematics Bayesian statistical decision theory |
| ISBN |
1-282-54782-8
9786612547829 0-470-82456-5 0-470-82455-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
BAYESIAN METHODS FOR STRUCTURAL DYNAMICS AND CIVIL ENGINEERING; Contents; Preface; Acknowledgements; Nomenclature; 1 Introduction; 1.1 Thomas Bayes and Bayesian Methods in Engineering; 1.2 Purpose of Model Updating; 1.3 Source of Uncertainty and Bayesian Updating; 1.4 Organization of the Book; 2 Basic Concepts and Bayesian Probabilistic Framework; 2.1 Conditional Probability and Basic Concepts; 2.1.1 Bayes' Theorem for Discrete Events; 2.1.2 Bayes' Theorem for Continuous-valued Parameters by Discrete Events; 2.1.3 Bayes' Theorem for Discrete Events by Continuous-valued Parameters
2.1.4 Bayes' Theorem between Continuous-valued Parameters2.1.5 Bayesian Inference; 2.1.6 Examples of Bayesian Inference; 2.2 Bayesian Model Updating with Input-output Measurements; 2.2.1 Input-output Measurements; 2.2.2 Bayesian Parametric Identification; 2.2.3 Model Identifiability; 2.3 Deterministic versus Probabilistic Methods; 2.4 Regression Problems; 2.4.1 Linear Regression Problems; 2.4.2 Nonlinear Regression Problems; 2.5 Numerical Representation of the Updated PDF; 2.5.1 General Form of Reliability Integrals; 2.5.2 Monte Carlo Simulation 2.5.3 Adaptive Markov Chain Monte Carlo Simulation2.5.4 Illustrative Example; 2.6 Application to Temperature Effects on Structural Behavior; 2.6.1 Problem Description; 2.6.2 Thermal Effects on Modal Frequencies of Buildings; 2.6.3 Bayesian Regression Analysis; 2.6.4 Analysis of the Measurements; 2.6.5 Concluding Remarks; 2.7 Application to Noise Parameters Selection for the Kalman Filter; 2.7.1 Problem Description; 2.7.2 Kalman Filter; 2.7.3 Illustrative Examples; 2.8 Application to Prediction of Particulate Matter Concentration; 2.8.1 Introduction 2.8.2 Extended-Kalman-filter based Time-varying Statistical Models2.8.3 Analysis with Monitoring Data; 2.8.4 Conclusion; 3 Bayesian Spectral Density Approach; 3.1 Modal and Model Updating of Dynamical Systems; 3.2 Random Vibration Analysis; 3.2.1 Single-degree-of-freedom Systems; 3.2.2 Multi-degree-of-freedom Systems; 3.3 Bayesian Spectral Density Approach; 3.3.1 Formulation for Single-channel Output Measurements; 3.3.2 Formulation for Multiple-channel Output Measurements; 3.3.3 Selection of the Frequency Index Set; 3.3.4 Nonlinear Systems; 3.4 Numerical Verifications 3.4.1 Aliasing and Leakage3.4.2 Identification with the Spectral Density Approach; 3.4.3 Identification with Small Amount of Data; 3.4.4 Concluding Remarks; 3.5 Optimal Sensor Placement; 3.5.1 Information Entropy with Globally Identifiable Case; 3.5.2 Optimal Sensor Configuration; 3.5.3 Robust Information Entropy; 3.5.4 Discrete Optimization Algorithm for Suboptimal Solution; 3.6 Updating of a Nonlinear Oscillator; 3.7 Application to Structural Behavior under Typhoons; 3.7.1 Problem Description; 3.7.2 Meteorological Information of the Two Typhoons; 3.7.3 Analysis of Monitoring Data 3.7.4 Concluding Remarks |
| Record Nr. | UNINA-9910810828703321 |
|
Yuen Ka-Veng
|
||
| Singapore ; ; Hoboken, N.J., : John Wiley & Sons Asia, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Finite element structural analysis [[electronic resource] ] : new concepts / / J.S. Przemieniecki
| Finite element structural analysis [[electronic resource] ] : new concepts / / J.S. Przemieniecki |
| Autore | Przemieniecki J. S |
| Pubbl/distr/stampa | Reston, Va., : American Institute of Aeronautics and Astronautics, c2009 |
| Descrizione fisica | xv, 136 p. : ill |
| Disciplina | 624.1/710151825 |
| Collana | AIAA education series |
| Soggetto topico |
Finite element method
Structural engineering - Mathematics |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-56347-999-0
1-56347-998-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Introduction -- pt. 2. Flat plates -- pt. 3. Solid and basic elements. |
| Record Nr. | UNINA-9910457212603321 |
|
Przemieniecki J. S
|
||
| Reston, Va., : American Institute of Aeronautics and Astronautics, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Finite element structural analysis [[electronic resource] ] : new concepts / / J.S. Przemieniecki
| Finite element structural analysis [[electronic resource] ] : new concepts / / J.S. Przemieniecki |
| Autore | Przemieniecki J. S |
| Pubbl/distr/stampa | Reston, Va., : American Institute of Aeronautics and Astronautics, c2009 |
| Descrizione fisica | xv, 136 p. : ill |
| Disciplina | 624.1/710151825 |
| Collana | AIAA education series |
| Soggetto topico |
Finite element method
Structural engineering - Mathematics |
| ISBN |
1-56347-999-0
1-56347-998-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Introduction -- pt. 2. Flat plates -- pt. 3. Solid and basic elements. |
| Record Nr. | UNINA-9910781433403321 |
|
Przemieniecki J. S
|
||
| Reston, Va., : American Institute of Aeronautics and Astronautics, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin
| Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin |
| Autore | Gay Daniel <1942-> |
| Pubbl/distr/stampa | London, : ISTE Ltd. |
| Descrizione fisica | 1 online resource (737 p.) |
| Disciplina |
624.1
624.1/7 |
| Altri autori (Persone) | GambelinJacques |
| Collana | A practical approach |
| Soggetto topico |
Structural engineering - Data processing
Structural engineering - Mathematics Structural analysis (Engineering) Structural frames - Mathematical models Engineering drawings - Dimensioning |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-25386-7
9786613814517 0-470-61128-6 0-470-39390-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Modeling and Dimensioning of Structures; Table of Contents; Preface; Part 1. Level 1; Chapter 1. The Basics of Linear Elastic Behavior; 1.1. Cohesion forces; 1.2. The notion of stress; 1.2.1. Definition; 1.2.2. Graphical representation; 1.2.3. Normal and shear stresses; 1.3. Hooke's law derived from a uniaxially applied force; 1.3.1. The stretch test; 1.3.2. Linear mechanical behavior; 1.3.3. Elastic mechanical behavior; 1.3.4. Interpretation of the test at a macroscopic level; 1.3.5. Interpretation of the test at a mesoscopic level; 1.3.6. Interpretation of the test at a microscopic level
1.5.2.3. Shear resultant Tz1.5.2.4. Torsion moment Mt; 1.5.2.5. Bending moment Mfy; 1.5.2.6. Bending moment Mfz; Chapter 2. Mechanical Behavior of Structures: An Energy Approach; 2.1. Work and energy; 2.1.1. Elementary work developed by a force; 2.1.2. Elementary work developed by a moment; 2.2. Conversion of work into energy; 2.2.1. Potential energy of deformation; 2.2.2. Potential energy for a spring; 2.3. Some standard expressions for potential deformation energy; 2.3.1. Deformation energies in a straight beam; 2.3.1.1. Traction (or compression); 2.3.1.2. Torsion 2.3.1.3. Pure bending (xy plane)2.3.1.4. Plane bending (xy plane); 2.3.2. Deformation energy under plane stresses; 2.3.2.1. Case 1: dFx (Figure 2.17); 2.3.2.2. Case 2: dFx then dFy (Figure 2.18); 2.3.2.3. Case 3: dFx then dFy followed by dFxy (Figure 2.19); 2.3.2.4. Different expressions for potential energy: quadratic forms; 2.4. Work produced by external forces on a structure; 2.4.1. Beam under plane bending subjected to two forces; 2.4.1.1. Example 1; 2.4.1.2. Example 2; 2.4.2. Beam in plane bending subject to "n" forces; 2.4.3. Generalization to any structure 2.4.3.1. Structure loaded by two forces 1 F and F22.4.3.2. Structure loaded by "n" forces F1,... Fn; 2.4.3.3. A search for real displacements on a loaded structure; 2.4.4. Summary; 2.5. Links of a structure with its surroundings; 2.5.1. Example; 2.5.2. Generalization; 2.5.2.1. Structures with rigid-body movements; 2.5.2.2. "Properly linked" structure; 2.6. Stiffness of a structure; 2.6.1. Preliminary note; 2.6.2. Stiffness matrix; 2.6.3. Examples; 2.6.3.1. Example: beam under plane bending loaded by two forces; 2.6.3.2. Example: beam under plane bending loaded by a force and a moment 2.6.3.3. Generalization |
| Record Nr. | UNINA-9910139625203321 |
|
Gay Daniel <1942->
|
||
| London, : ISTE Ltd. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin
| Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin |
| Autore | Gay Daniel <1942-> |
| Pubbl/distr/stampa | London, : ISTE Ltd. |
| Descrizione fisica | 1 online resource (737 p.) |
| Disciplina |
624.1
624.1/7 |
| Altri autori (Persone) | GambelinJacques |
| Collana | A practical approach |
| Soggetto topico |
Structural engineering - Data processing
Structural engineering - Mathematics Structural analysis (Engineering) Structural frames - Mathematical models Engineering drawings - Dimensioning |
| ISBN |
1-282-25386-7
9786613814517 0-470-61128-6 0-470-39390-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Modeling and Dimensioning of Structures; Table of Contents; Preface; Part 1. Level 1; Chapter 1. The Basics of Linear Elastic Behavior; 1.1. Cohesion forces; 1.2. The notion of stress; 1.2.1. Definition; 1.2.2. Graphical representation; 1.2.3. Normal and shear stresses; 1.3. Hooke's law derived from a uniaxially applied force; 1.3.1. The stretch test; 1.3.2. Linear mechanical behavior; 1.3.3. Elastic mechanical behavior; 1.3.4. Interpretation of the test at a macroscopic level; 1.3.5. Interpretation of the test at a mesoscopic level; 1.3.6. Interpretation of the test at a microscopic level
1.5.2.3. Shear resultant Tz1.5.2.4. Torsion moment Mt; 1.5.2.5. Bending moment Mfy; 1.5.2.6. Bending moment Mfz; Chapter 2. Mechanical Behavior of Structures: An Energy Approach; 2.1. Work and energy; 2.1.1. Elementary work developed by a force; 2.1.2. Elementary work developed by a moment; 2.2. Conversion of work into energy; 2.2.1. Potential energy of deformation; 2.2.2. Potential energy for a spring; 2.3. Some standard expressions for potential deformation energy; 2.3.1. Deformation energies in a straight beam; 2.3.1.1. Traction (or compression); 2.3.1.2. Torsion 2.3.1.3. Pure bending (xy plane)2.3.1.4. Plane bending (xy plane); 2.3.2. Deformation energy under plane stresses; 2.3.2.1. Case 1: dFx (Figure 2.17); 2.3.2.2. Case 2: dFx then dFy (Figure 2.18); 2.3.2.3. Case 3: dFx then dFy followed by dFxy (Figure 2.19); 2.3.2.4. Different expressions for potential energy: quadratic forms; 2.4. Work produced by external forces on a structure; 2.4.1. Beam under plane bending subjected to two forces; 2.4.1.1. Example 1; 2.4.1.2. Example 2; 2.4.2. Beam in plane bending subject to "n" forces; 2.4.3. Generalization to any structure 2.4.3.1. Structure loaded by two forces 1 F and F22.4.3.2. Structure loaded by "n" forces F1,... Fn; 2.4.3.3. A search for real displacements on a loaded structure; 2.4.4. Summary; 2.5. Links of a structure with its surroundings; 2.5.1. Example; 2.5.2. Generalization; 2.5.2.1. Structures with rigid-body movements; 2.5.2.2. "Properly linked" structure; 2.6. Stiffness of a structure; 2.6.1. Preliminary note; 2.6.2. Stiffness matrix; 2.6.3. Examples; 2.6.3.1. Example: beam under plane bending loaded by two forces; 2.6.3.2. Example: beam under plane bending loaded by a force and a moment 2.6.3.3. Generalization |
| Record Nr. | UNINA-9910830640903321 |
|
Gay Daniel <1942->
|
||
| London, : ISTE Ltd. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Modeling and dimensioning of structures : a practical approach / / Daniel Gay, Jacques Gambelin
| Modeling and dimensioning of structures : a practical approach / / Daniel Gay, Jacques Gambelin |
| Autore | Gay Daniel <1942-> |
| Pubbl/distr/stampa | London, : ISTE Ltd. |
| Descrizione fisica | 1 online resource (737 p.) |
| Disciplina | 624.1/7 |
| Altri autori (Persone) | GambelinJacques |
| Collana | A practical approach |
| Soggetto topico |
Structural engineering - Data processing
Structural engineering - Mathematics Structural analysis (Engineering) Structural frames - Mathematical models Engineering drawings - Dimensioning |
| ISBN |
1-282-25386-7
9786613814517 0-470-61128-6 0-470-39390-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Modeling and Dimensioning of Structures; Table of Contents; Preface; Part 1. Level 1; Chapter 1. The Basics of Linear Elastic Behavior; 1.1. Cohesion forces; 1.2. The notion of stress; 1.2.1. Definition; 1.2.2. Graphical representation; 1.2.3. Normal and shear stresses; 1.3. Hooke's law derived from a uniaxially applied force; 1.3.1. The stretch test; 1.3.2. Linear mechanical behavior; 1.3.3. Elastic mechanical behavior; 1.3.4. Interpretation of the test at a macroscopic level; 1.3.5. Interpretation of the test at a mesoscopic level; 1.3.6. Interpretation of the test at a microscopic level
1.5.2.3. Shear resultant Tz1.5.2.4. Torsion moment Mt; 1.5.2.5. Bending moment Mfy; 1.5.2.6. Bending moment Mfz; Chapter 2. Mechanical Behavior of Structures: An Energy Approach; 2.1. Work and energy; 2.1.1. Elementary work developed by a force; 2.1.2. Elementary work developed by a moment; 2.2. Conversion of work into energy; 2.2.1. Potential energy of deformation; 2.2.2. Potential energy for a spring; 2.3. Some standard expressions for potential deformation energy; 2.3.1. Deformation energies in a straight beam; 2.3.1.1. Traction (or compression); 2.3.1.2. Torsion 2.3.1.3. Pure bending (xy plane)2.3.1.4. Plane bending (xy plane); 2.3.2. Deformation energy under plane stresses; 2.3.2.1. Case 1: dFx (Figure 2.17); 2.3.2.2. Case 2: dFx then dFy (Figure 2.18); 2.3.2.3. Case 3: dFx then dFy followed by dFxy (Figure 2.19); 2.3.2.4. Different expressions for potential energy: quadratic forms; 2.4. Work produced by external forces on a structure; 2.4.1. Beam under plane bending subjected to two forces; 2.4.1.1. Example 1; 2.4.1.2. Example 2; 2.4.2. Beam in plane bending subject to "n" forces; 2.4.3. Generalization to any structure 2.4.3.1. Structure loaded by two forces 1 F and F22.4.3.2. Structure loaded by "n" forces F1,... Fn; 2.4.3.3. A search for real displacements on a loaded structure; 2.4.4. Summary; 2.5. Links of a structure with its surroundings; 2.5.1. Example; 2.5.2. Generalization; 2.5.2.1. Structures with rigid-body movements; 2.5.2.2. "Properly linked" structure; 2.6. Stiffness of a structure; 2.6.1. Preliminary note; 2.6.2. Stiffness matrix; 2.6.3. Examples; 2.6.3.1. Example: beam under plane bending loaded by two forces; 2.6.3.2. Example: beam under plane bending loaded by a force and a moment 2.6.3.3. Generalization |
| Record Nr. | UNINA-9910877473703321 |
|
Gay Daniel <1942->
|
||
| London, : ISTE Ltd. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural dynamics in aeronautical engineering [[electronic resource] /] / Maher N. Bismarck-Nasr
| Structural dynamics in aeronautical engineering [[electronic resource] /] / Maher N. Bismarck-Nasr |
| Autore | Bismarck-Nasr Maher N. <1940-> |
| Pubbl/distr/stampa | Reston, Va., : American Institute of Aeronautics and Astronautics, Inc., c1999 |
| Descrizione fisica | 1 online resource (308 p.) |
| Disciplina | 629.134/31/015118 |
| Collana | AIAA education series |
| Soggetto topico |
Airframes - Mathematical models
Space vehicles - Mathematical models Structural engineering - Mathematics |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-60086-245-4
1-60086-117-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Title""; ""Copyright""; ""Table of Contents""; ""Preface""; ""Chapter 1. Matrix Algebra and Techniques""; ""1.1 Notations and Definitions""; ""1.2 Matrix Algebra""; ""1.3 Differentiation and Integration of Matrices""; ""1.4 Transformations""; ""1.5 Solution of Large Systems of Linear Equations""; ""1.6 The Eigenvalue Problem""; ""References""; ""Problems""; ""Chapter 2. Single-Degree-of-Freedom Linear Systems""; ""2.1 Equation of Motion""; ""2.2 Free Vibration""; ""2.3 Response to Harmonic Excitation""; ""2.4 Response to an Impulsive Excitation""
""2.5 Response to a Step Excitation""""2.6 Response to Periodic Excitation (Fourier Series)""; ""2.7 Response to Aperiodic Excitation (Fourier Transform)""; ""2.8 Laplace Transform (Transfer Function)""; ""Problems""; ""Chapter 3. Multidegree-of-Freedom Linear Systems""; ""3.1 Equations of Motion""; ""3.2 Free Vibration: The Eigenvalue Problem""; ""3.3 Response to an External Applied Load""; ""3.4 Damping Effect""; ""3.5 Applications""; ""References""; ""Problems""; ""Chapter 4. Dynamics of Continuous Elastic Bodies""; ""4.1 Introduction""; ""4.2 Slender Beams""; ""4.3 Flat Plates"" ""4.4 Shell Structures""""4.5 Response to Initial Conditions""; ""4.6 Response to External Excitations""; ""References""; ""Problems""; ""Chapter 5. Nonlinear Systems""; ""5.1 Introduction""; ""5.2 Simple Examples of Nonlinear Systems""; ""5.3 Physical Properties of Nonlinear Systems""; ""5.4 Solutions of the Equation of Motion of a Single-Degree-of-Freedom Nonlinear System""; ""5.5 Multidegree-of-Freedom Nonlinear Systems""; ""References""; ""Problems""; ""Chapter 6. Random Vibrations""; ""6.1 Introduction""; ""6.2 Classification of Random Processes"" ""6.3 Probability Distribution and Density Functions""""6.4 Description of the Mean Values in Terms of the Probability Density Function""; ""6.5 Properties of the Autocorrelation Function""; ""6.6 Power Spectral Density Function""; ""6.7 Properties of the Power Spectral Density Function""; ""6.8 White Noise and Narrow and Large Bandwidth""; ""6.9 Single-Degree-of-Freedom Response""; ""6.10 Response to a White Noise""; ""6.11 Multidegree-of-Freedom Systems""; ""References""; ""Problems""; ""Chapter 7. The Typical Section in Aeroelasticity""; ""7.1 Single-Degree-of-Freedom Stability "" ""7.2 The Typical Section""""7.3 Typical Section Using Unsteady Linearized Potential Theory""; ""7.4 Typical Section with Control Surface""; ""7.5 Control Surface Reversal and Efficiency""; ""References""; ""Problems""; ""Chapter 8. Aeroelasticity of Flight Vehicles""; ""8.1 Introduction""; ""8.2 Problem Formulation""; ""8.3 Incremental Nonstationary Aerodynamic Loads""; ""8.4 Modal Transformation""; ""8.5 Solution of the Aeroelastic Stability Equations""; ""8.6 Applications""; ""8.7 Optimization to Satisfy Flutter Requirements""; ""References"" ""Chapter 9. Aeroelasticity of Plates and Shells"" |
| Record Nr. | UNINA-9910457214103321 |
|
Bismarck-Nasr Maher N. <1940->
|
||
| Reston, Va., : American Institute of Aeronautics and Astronautics, Inc., c1999 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural dynamics in aeronautical engineering [[electronic resource] /] / Maher N. Bismarck-Nasr
| Structural dynamics in aeronautical engineering [[electronic resource] /] / Maher N. Bismarck-Nasr |
| Autore | Bismarck-Nasr Maher N. <1940-> |
| Pubbl/distr/stampa | Reston, Va., : American Institute of Aeronautics and Astronautics, Inc., c1999 |
| Descrizione fisica | 1 online resource (308 p.) |
| Disciplina | 629.134/31/015118 |
| Collana | AIAA education series |
| Soggetto topico |
Airframes - Mathematical models
Space vehicles - Mathematical models Structural engineering - Mathematics |
| ISBN |
1-60086-245-4
1-60086-117-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Title""; ""Copyright""; ""Table of Contents""; ""Preface""; ""Chapter 1. Matrix Algebra and Techniques""; ""1.1 Notations and Definitions""; ""1.2 Matrix Algebra""; ""1.3 Differentiation and Integration of Matrices""; ""1.4 Transformations""; ""1.5 Solution of Large Systems of Linear Equations""; ""1.6 The Eigenvalue Problem""; ""References""; ""Problems""; ""Chapter 2. Single-Degree-of-Freedom Linear Systems""; ""2.1 Equation of Motion""; ""2.2 Free Vibration""; ""2.3 Response to Harmonic Excitation""; ""2.4 Response to an Impulsive Excitation""
""2.5 Response to a Step Excitation""""2.6 Response to Periodic Excitation (Fourier Series)""; ""2.7 Response to Aperiodic Excitation (Fourier Transform)""; ""2.8 Laplace Transform (Transfer Function)""; ""Problems""; ""Chapter 3. Multidegree-of-Freedom Linear Systems""; ""3.1 Equations of Motion""; ""3.2 Free Vibration: The Eigenvalue Problem""; ""3.3 Response to an External Applied Load""; ""3.4 Damping Effect""; ""3.5 Applications""; ""References""; ""Problems""; ""Chapter 4. Dynamics of Continuous Elastic Bodies""; ""4.1 Introduction""; ""4.2 Slender Beams""; ""4.3 Flat Plates"" ""4.4 Shell Structures""""4.5 Response to Initial Conditions""; ""4.6 Response to External Excitations""; ""References""; ""Problems""; ""Chapter 5. Nonlinear Systems""; ""5.1 Introduction""; ""5.2 Simple Examples of Nonlinear Systems""; ""5.3 Physical Properties of Nonlinear Systems""; ""5.4 Solutions of the Equation of Motion of a Single-Degree-of-Freedom Nonlinear System""; ""5.5 Multidegree-of-Freedom Nonlinear Systems""; ""References""; ""Problems""; ""Chapter 6. Random Vibrations""; ""6.1 Introduction""; ""6.2 Classification of Random Processes"" ""6.3 Probability Distribution and Density Functions""""6.4 Description of the Mean Values in Terms of the Probability Density Function""; ""6.5 Properties of the Autocorrelation Function""; ""6.6 Power Spectral Density Function""; ""6.7 Properties of the Power Spectral Density Function""; ""6.8 White Noise and Narrow and Large Bandwidth""; ""6.9 Single-Degree-of-Freedom Response""; ""6.10 Response to a White Noise""; ""6.11 Multidegree-of-Freedom Systems""; ""References""; ""Problems""; ""Chapter 7. The Typical Section in Aeroelasticity""; ""7.1 Single-Degree-of-Freedom Stability "" ""7.2 The Typical Section""""7.3 Typical Section Using Unsteady Linearized Potential Theory""; ""7.4 Typical Section with Control Surface""; ""7.5 Control Surface Reversal and Efficiency""; ""References""; ""Problems""; ""Chapter 8. Aeroelasticity of Flight Vehicles""; ""8.1 Introduction""; ""8.2 Problem Formulation""; ""8.3 Incremental Nonstationary Aerodynamic Loads""; ""8.4 Modal Transformation""; ""8.5 Solution of the Aeroelastic Stability Equations""; ""8.6 Applications""; ""8.7 Optimization to Satisfy Flutter Requirements""; ""References"" ""Chapter 9. Aeroelasticity of Plates and Shells"" |
| Record Nr. | UNINA-9910781405303321 |
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Bismarck-Nasr Maher N. <1940->
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| Reston, Va., : American Institute of Aeronautics and Astronautics, Inc., c1999 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Structural reliability [[electronic resource] /] / Maurice Lemaire
| Structural reliability [[electronic resource] /] / Maurice Lemaire |
| Autore | Lemaire Maurice |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (510 p.) |
| Disciplina | 624.171 |
| Collana | ISTE |
| Soggetto topico |
Structural engineering - Mathematics
Reliability (Engineering) Structural failures |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-118-62310-X
1-282-16540-2 9786612165405 0-470-61170-7 0-470-39433-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Structural Reliability; Contents; Foreword; Preface; Chapter 1. Introduction; 1.1 An old history; 1.2 A modern attitude; 1.3 Reliability: a definition; 1.4 Which risk is acceptable?; 1.5 Today; 1.6 A little glossary; 1.7 The structure of this book; Chapter 2. Preliminary Approach to Reliability in Mechanics; 2.1 General points; 2.1.1 Reliability methods in mechanics; 2.1.2 A new attitude: overcoming obstacles; 2.2 Theoretical reliability in mechanics; 2.2.1 Reliability approach in mechanics; 2.2.2 Variables-component-system chain; 2.2.3 Theoretical reliability; 2.3 Stochastic modeling
2.3.1 Modeling based on available information2.3.2 Construction of a stochastic model; 2.3.3 Random variable or stochastic process; 2.4 Mechanical modeling; 2.4.1 Representation model of physics; 2.4.2 Balance between resources and needs; 2.5 Mechanical-reliability coupling; 2.5.1 Reliability sensitivity analysis; 2.5.2 Reliability analysis; 2.5.3 Complexity of mechanical-reliability coupling; 2.5.4 Actors in mechanical-reliability coupling; 2.6 Fields of application; 2.6.1 Reliability of offshore marine structures; 2.6.2 Soil mechanics; 2.6.3 Regulation; 2.6.4 Stochastic dynamics 2.6.5 Integrity of structures2.6.6 Stability; 2.7 Conclusion; Chapter 3. Elementary R - S Case; 3.1 Presentation of the problem; 3.1.1 Variables; 3.1.2 Design model; 3.1.3 Illustration; 3.2 Definitions and assumptions; 3.3 Random vector: a reminder; 3.3.1 Random vector; 3.3.2 Joint probability density; 3.3.3 Moments and correlation; 3.3.4 Independence and correlation; 3.4 Expressions of the probability of failure; 3.4.1 Probability of failure; 3.4.2 Distributions of R and S and probability Pf; 3.4.3 First expression of Pf; 3.4.4 Second expression of Pf; 3.4.5 Illustration 3.4.6 Generalization of the probability of failure3.5 Calculation of the probability of failure; 3.5.1 Calculation of Pf by direct integration; 3.5.2 Calculation of Pf by numerical integration; 3.5.3 Calculation of Pf by simulation; 3.5.4 Calculation of Pf by sampling and integration; 3.6 Rod under tension; 3.6.1 Data; 3.6.2 Probability of failure; 3.6.3 Analytical integration; 3.6.4 Simulation; 3.7 Concept of reliability index; 3.7.1 Rjanitzyne-Cornell index; 3.7.2 Hasofer-Lind index; 3.7.3 Naming point P*; 3.7.4 Application to the elementary Gaussian case 3.7.5 Rod under tension: Hasofer and Lind index3.8 Equation Pf = Φ(-β); 3.9 Exercises for illustration; 3.9.1 Study of a frame; 3.9.2 Resistance-stress problem; Chapter 4. Isoprobabilistic Transformation; 4.1 Recapitulation of the problem and the notation; 4.2 Case of independent variables; 4.2.1 Gaussian variables; 4.2.2 Independent variables; 4.3 Rosenblatt transformation; 4.3.1 Recapitulation; 4.3.2 Formulation; 4.3.3 Calculation of Pf; 4.3.4 Example: double exponential; 4.3.5 A warning about notation!; 4.3.6 Gaussian variable couple; 4.4 Approximation using a normal distribution 4.4.1 Principle |
| Record Nr. | UNISA-996208327903316 |
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Lemaire Maurice
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| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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