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Advanced modelling techniques in structural design / / Feng Fu, City University London
Advanced modelling techniques in structural design / / Feng Fu, City University London
Autore Fu Feng (Engineer)
Pubbl/distr/stampa Chichester, England : , : Wiley Blackwell, , 2015
Descrizione fisica 1 online resource (277 p.)
Disciplina 624.1/70151
Soggetto topico Structural analysis (Engineering) - Mathematics
Structural frames - Mathematical models
ISBN 1-118-82545-4
1-118-82544-6
1-118-82546-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Copyright; Contents; About the Author; Preface; Acknowledgements; Chapter 1 Introduction; 1.1 Aims and scope; 1.2 Main structural design problems; 1.3 Introduction of finite element method; 1.3.1 Finite element methods; 1.3.2 Finite element types; 1.4 Conclusion; References; Chapter 2 Major modelling programs and building information modelling (BIM); 2.1 Fundamentals of analysis programs; 2.1.1 Selection of correct analysis packages; 2.1.2 Basic analysis procedures; 2.2 Building information modelling (BIM); 2.3 Main analysis programs in current design practice
2.3.1 Abaqus®2.3.2 ANSYS; 2.3.3 SAP2000; 2.3.4 ETABS; 2.3.5 Autodesk robot structural analysis professional; 2.3.6 STAAD.Pro; 2.4 Major draughting program; 2.4.1 AutoCAD; 2.4.2 Autodesk Revit; 2.4.3 Rhino3D; 2.4.4 Bentley MicroStation; 2.5 Method to model complex geometry; 2.5.1 Import geometry into SAP2000; 2.5.2 Import geometry into ETABS; 2.5.3 Import geometry into Abaqus®; 2.5.4 Set up model with Revit; References; Software and manuals; Chapter 3 Tall buildings; 3.1 Introduction; 3.2 Structural systems of tall buildings; 3.2.1 Gravity load resisting systems
3.2.2 Lateral load resisting systems3.3 Lateral resisting systems and modelling examples; 3.3.1 Moment resisting frames (MRF); 3.3.2 Shear walls; 3.3.3 Bracing systems; 3.3.4 Outrigger structures; 3.3.5 Tube structures and modelling example of the Willis Towers; Bundled tube; 3.3.6 Diagrid structures and modelling example of the Gherkin; 3.3.7 Super frame (mega frame) structures and modelling example; 3.4 Modelling example of the Burj Khalifa; 3.4.1 Model set up; 3.4.2 Analysis and result; 3.5 Modelling example of Taipei 101 with tuned mass damper (TMD); 3.5.1 TMD modelling
3.5.2 TMD modelling result3.6 Conclusion; References; Chapter 4 Earthquake analysis of buildings; 4.1 Introduction; 4.2 Basic earthquake knowledge; 4.2.1 Categories of earthquake waves; 4.2.2 Measurement of earthquake; 4.3 Basic dynamic knowledge; 4.3.1 SDOF; 4.3.2 SDOF under earthquake; 4.3.3 MDOF under earthquake; 4.3.4 Response spectrum; 4.3.5 Modal analysis; 4.3.6 Response spectrum from Eurocode 8; 4.3.7 Ductility and modified response spectrum; 4.4 Modelling example of the response spectrum analysis using SAP20001; 4.5 Time history analysis and modelling example using SAP2000
4.5.1 Fundamentals of time history analysis4.5.2 Modelling example of time history analysis using SAP2000; 4.6 Push-over analysis and modelling example using SAP2000; 4.6.1 Introduction; 4.6.2 Modelling example of push-over analysis using SAP2000; References; Codes and building regulations; Software and manuals; Chapter 5 Progressive collapse analysis; 5.1 Introduction; 5.2 Design guidance for progressive collapse analysis; 5.3 Risk assessment; 5.4 Design and analysis method; 5.4.1 Indirect design method; 5.4.2 Direct design method; 5.4.3 Selection of design method
5.4.4 Structural analysis procedures and acceptance criteria
Record Nr. UNINA-9910131297703321
Fu Feng (Engineer)  
Chichester, England : , : Wiley Blackwell, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Advanced modelling techniques in structural design / / Feng Fu, City University London
Advanced modelling techniques in structural design / / Feng Fu, City University London
Autore Fu Feng (Engineer)
Pubbl/distr/stampa Chichester, England : , : Wiley Blackwell, , 2015
Descrizione fisica 1 online resource (277 p.)
Disciplina 624.1/70151
Soggetto topico Structural analysis (Engineering) - Mathematics
Structural frames - Mathematical models
ISBN 1-118-82545-4
1-118-82544-6
1-118-82546-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Copyright; Contents; About the Author; Preface; Acknowledgements; Chapter 1 Introduction; 1.1 Aims and scope; 1.2 Main structural design problems; 1.3 Introduction of finite element method; 1.3.1 Finite element methods; 1.3.2 Finite element types; 1.4 Conclusion; References; Chapter 2 Major modelling programs and building information modelling (BIM); 2.1 Fundamentals of analysis programs; 2.1.1 Selection of correct analysis packages; 2.1.2 Basic analysis procedures; 2.2 Building information modelling (BIM); 2.3 Main analysis programs in current design practice
2.3.1 Abaqus®2.3.2 ANSYS; 2.3.3 SAP2000; 2.3.4 ETABS; 2.3.5 Autodesk robot structural analysis professional; 2.3.6 STAAD.Pro; 2.4 Major draughting program; 2.4.1 AutoCAD; 2.4.2 Autodesk Revit; 2.4.3 Rhino3D; 2.4.4 Bentley MicroStation; 2.5 Method to model complex geometry; 2.5.1 Import geometry into SAP2000; 2.5.2 Import geometry into ETABS; 2.5.3 Import geometry into Abaqus®; 2.5.4 Set up model with Revit; References; Software and manuals; Chapter 3 Tall buildings; 3.1 Introduction; 3.2 Structural systems of tall buildings; 3.2.1 Gravity load resisting systems
3.2.2 Lateral load resisting systems3.3 Lateral resisting systems and modelling examples; 3.3.1 Moment resisting frames (MRF); 3.3.2 Shear walls; 3.3.3 Bracing systems; 3.3.4 Outrigger structures; 3.3.5 Tube structures and modelling example of the Willis Towers; Bundled tube; 3.3.6 Diagrid structures and modelling example of the Gherkin; 3.3.7 Super frame (mega frame) structures and modelling example; 3.4 Modelling example of the Burj Khalifa; 3.4.1 Model set up; 3.4.2 Analysis and result; 3.5 Modelling example of Taipei 101 with tuned mass damper (TMD); 3.5.1 TMD modelling
3.5.2 TMD modelling result3.6 Conclusion; References; Chapter 4 Earthquake analysis of buildings; 4.1 Introduction; 4.2 Basic earthquake knowledge; 4.2.1 Categories of earthquake waves; 4.2.2 Measurement of earthquake; 4.3 Basic dynamic knowledge; 4.3.1 SDOF; 4.3.2 SDOF under earthquake; 4.3.3 MDOF under earthquake; 4.3.4 Response spectrum; 4.3.5 Modal analysis; 4.3.6 Response spectrum from Eurocode 8; 4.3.7 Ductility and modified response spectrum; 4.4 Modelling example of the response spectrum analysis using SAP20001; 4.5 Time history analysis and modelling example using SAP2000
4.5.1 Fundamentals of time history analysis4.5.2 Modelling example of time history analysis using SAP2000; 4.6 Push-over analysis and modelling example using SAP2000; 4.6.1 Introduction; 4.6.2 Modelling example of push-over analysis using SAP2000; References; Codes and building regulations; Software and manuals; Chapter 5 Progressive collapse analysis; 5.1 Introduction; 5.2 Design guidance for progressive collapse analysis; 5.3 Risk assessment; 5.4 Design and analysis method; 5.4.1 Indirect design method; 5.4.2 Direct design method; 5.4.3 Selection of design method
5.4.4 Structural analysis procedures and acceptance criteria
Record Nr. UNINA-9910818753503321
Fu Feng (Engineer)  
Chichester, England : , : Wiley Blackwell, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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-9910840948903321
Gay Daniel <1942->  
London, : ISTE Ltd.
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Spectral element method in structural dynamics [[electronic resource] /] / Usik Lee
Spectral element method in structural dynamics [[electronic resource] /] / Usik Lee
Autore Lee Usik
Pubbl/distr/stampa Singapore ; ; Hoboken, NJ, : J. Wiley & Sons Asia, c2009
Descrizione fisica 1 online resource (470 p.)
Disciplina 624.171
Soggetto topico Structural dynamics - Mathematics
Structural frames - Mathematical models
Spectral theory (Mathematics)
ISBN 1-282-37142-8
9786612371424
0-470-82376-3
0-470-82375-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto SPECTRAL ELEMENT METHOD IN STRUCTURAL DYNAMICS; Contents; Preface; Part One: Introduction to the Spectral Element Method and Spectral Analysis of Signals; 1 Introduction; 1.1 Theoretical Background; 1.1.1 Finite Element Method; 1.1.2 Dynamic Stiffness Method; 1.1.3 Spectral Analysis Method; 1.1.4 Spectral Element Method; 1.1.5 Advantages and Disadvantages of SEM; 1.2 Historical Background; 2 Spectral Analysis of Signals; 2.1 Fourier Series; 2.2 Discrete Fourier Transform and the FFT; 2.2.1 Discrete Fourier Transform (DFT); 2.2.2 Fast Fourier Transform (FFT); 2.3 Aliasing; 2.3.1 Aliasing Error
2.3.2 Remedy for Aliasing2.4 Leakage; 2.4.1 Leakage Error; 2.4.2 Artificial Damping; 2.5 Picket-Fence Effect; 2.6 Zero Padding; 2.6.1 Improving Interpolation in the Transformed Domain; 2.6.2 Remedy for Wraparound Error; 2.7 Gibbs Phenomenon; 2.8 General Procedure of DFT Processing; 2.9 DFTs of Typical Functions; 2.9.1 Product of Two Functions; 2.9.2 Derivative of a Function; 2.9.3 Other Typical Functions; Part Two: Theory of Spectral Element Method; 3 Methods of Spectral Element Formulation; 3.1 Force-Displacement Relation Method; 3.2 Variational Method; 3.3 State-Vector Equation Method
3.4 Reduction from the Finite Models4 Spectral Element Analysis Method; 4.1 Formulation of Spectral Element Equation; 4.1.1 Computation of Wavenumbers and Wavemodes; 4.1.2 Computation of Spectral Nodal Forces; 4.2 Assembly and the Imposition of Boundary Conditions; 4.3 Eigenvalue Problem and Eigensolutions; 4.4 Dynamic Responses with Null Initial Conditions; 4.4.1 Frequency-Domain and Time-Domain Responses; 4.4.2 Equivalence between Spectral Element Equation and Convolution Integral; 4.5 Dynamic Responses with Arbitrary Initial Conditions
4.5.1 Discrete Systems with Arbitrary Initial Conditions4.5.2 Continuous Systems with Arbitrary Initial Conditions; 4.6 Dynamic Responses of Nonlinear Systems; 4.6.1 Discrete Systems with Arbitrary Initial Conditions; 4.6.2 Continuous Systems with Arbitrary Initial Conditions; Part Three: Applications of Spectral Element Method; 5 Dynamics of Beams and Plates; 5.1 Beams; 5.1.1 Spectral Element Equation; 5.1.2 Two-Element Method; 5.2 Levy-Type Plates; 5.2.1 Equation of Motion; 5.2.2 Spectral Element Modeling; 5.2.3 Equivalent 1-D Structure Representation; 5.2.4 Computation of Dynamic Responses
Appendix 5.A: Finite Element Model of Bernoulli-Euler Beam6 Flow-Induced Vibrations of Pipelines; 6.1 Theory of Pipe Dynamics; 6.1.1 Equations of Motion of the Pipeline; 6.1.2 Fluid-Dynamics Equations; 6.1.3 Governing Equations for Pipe Dynamics; 6.2 Pipelines Conveying Internal Steady Fluid; 6.2.1 Governing Equations; 6.2.2 Spectral Element Modeling; 6.2.3 Finite Element Model; 6.3 Pipelines Conveying Internal Unsteady Fluid; 6.3.1 Governing Equations; 6.3.2 Spectral Element Modeling; 6.3.3 Finite Element Model; Appendix 6.A: Finite Element Matrices: Steady Fluid
Appendix 6.B: Finite Element Matrices: Unsteady Fluid
Record Nr. UNINA-9910139927103321
Lee Usik  
Singapore ; ; Hoboken, NJ, : J. Wiley & Sons Asia, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Spectral element method in structural dynamics [[electronic resource] /] / Usik Lee
Spectral element method in structural dynamics [[electronic resource] /] / Usik Lee
Autore Lee Usik
Pubbl/distr/stampa Singapore ; ; Hoboken, NJ, : J. Wiley & Sons Asia, c2009
Descrizione fisica 1 online resource (470 p.)
Disciplina 624.171
Soggetto topico Structural dynamics - Mathematics
Structural frames - Mathematical models
Spectral theory (Mathematics)
ISBN 1-282-37142-8
9786612371424
0-470-82376-3
0-470-82375-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto SPECTRAL ELEMENT METHOD IN STRUCTURAL DYNAMICS; Contents; Preface; Part One: Introduction to the Spectral Element Method and Spectral Analysis of Signals; 1 Introduction; 1.1 Theoretical Background; 1.1.1 Finite Element Method; 1.1.2 Dynamic Stiffness Method; 1.1.3 Spectral Analysis Method; 1.1.4 Spectral Element Method; 1.1.5 Advantages and Disadvantages of SEM; 1.2 Historical Background; 2 Spectral Analysis of Signals; 2.1 Fourier Series; 2.2 Discrete Fourier Transform and the FFT; 2.2.1 Discrete Fourier Transform (DFT); 2.2.2 Fast Fourier Transform (FFT); 2.3 Aliasing; 2.3.1 Aliasing Error
2.3.2 Remedy for Aliasing2.4 Leakage; 2.4.1 Leakage Error; 2.4.2 Artificial Damping; 2.5 Picket-Fence Effect; 2.6 Zero Padding; 2.6.1 Improving Interpolation in the Transformed Domain; 2.6.2 Remedy for Wraparound Error; 2.7 Gibbs Phenomenon; 2.8 General Procedure of DFT Processing; 2.9 DFTs of Typical Functions; 2.9.1 Product of Two Functions; 2.9.2 Derivative of a Function; 2.9.3 Other Typical Functions; Part Two: Theory of Spectral Element Method; 3 Methods of Spectral Element Formulation; 3.1 Force-Displacement Relation Method; 3.2 Variational Method; 3.3 State-Vector Equation Method
3.4 Reduction from the Finite Models4 Spectral Element Analysis Method; 4.1 Formulation of Spectral Element Equation; 4.1.1 Computation of Wavenumbers and Wavemodes; 4.1.2 Computation of Spectral Nodal Forces; 4.2 Assembly and the Imposition of Boundary Conditions; 4.3 Eigenvalue Problem and Eigensolutions; 4.4 Dynamic Responses with Null Initial Conditions; 4.4.1 Frequency-Domain and Time-Domain Responses; 4.4.2 Equivalence between Spectral Element Equation and Convolution Integral; 4.5 Dynamic Responses with Arbitrary Initial Conditions
4.5.1 Discrete Systems with Arbitrary Initial Conditions4.5.2 Continuous Systems with Arbitrary Initial Conditions; 4.6 Dynamic Responses of Nonlinear Systems; 4.6.1 Discrete Systems with Arbitrary Initial Conditions; 4.6.2 Continuous Systems with Arbitrary Initial Conditions; Part Three: Applications of Spectral Element Method; 5 Dynamics of Beams and Plates; 5.1 Beams; 5.1.1 Spectral Element Equation; 5.1.2 Two-Element Method; 5.2 Levy-Type Plates; 5.2.1 Equation of Motion; 5.2.2 Spectral Element Modeling; 5.2.3 Equivalent 1-D Structure Representation; 5.2.4 Computation of Dynamic Responses
Appendix 5.A: Finite Element Model of Bernoulli-Euler Beam6 Flow-Induced Vibrations of Pipelines; 6.1 Theory of Pipe Dynamics; 6.1.1 Equations of Motion of the Pipeline; 6.1.2 Fluid-Dynamics Equations; 6.1.3 Governing Equations for Pipe Dynamics; 6.2 Pipelines Conveying Internal Steady Fluid; 6.2.1 Governing Equations; 6.2.2 Spectral Element Modeling; 6.2.3 Finite Element Model; 6.3 Pipelines Conveying Internal Unsteady Fluid; 6.3.1 Governing Equations; 6.3.2 Spectral Element Modeling; 6.3.3 Finite Element Model; Appendix 6.A: Finite Element Matrices: Steady Fluid
Appendix 6.B: Finite Element Matrices: Unsteady Fluid
Record Nr. UNINA-9910830809203321
Lee Usik  
Singapore ; ; Hoboken, NJ, : J. Wiley & Sons Asia, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Spectral element method in structural dynamics [[electronic resource] /] / Usik Lee
Spectral element method in structural dynamics [[electronic resource] /] / Usik Lee
Autore Lee Usik
Pubbl/distr/stampa Singapore ; ; Hoboken, NJ, : J. Wiley & Sons Asia, c2009
Descrizione fisica 1 online resource (470 p.)
Disciplina 624.171
Soggetto topico Structural dynamics - Mathematics
Structural frames - Mathematical models
Spectral theory (Mathematics)
ISBN 1-282-37142-8
9786612371424
0-470-82376-3
0-470-82375-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto SPECTRAL ELEMENT METHOD IN STRUCTURAL DYNAMICS; Contents; Preface; Part One: Introduction to the Spectral Element Method and Spectral Analysis of Signals; 1 Introduction; 1.1 Theoretical Background; 1.1.1 Finite Element Method; 1.1.2 Dynamic Stiffness Method; 1.1.3 Spectral Analysis Method; 1.1.4 Spectral Element Method; 1.1.5 Advantages and Disadvantages of SEM; 1.2 Historical Background; 2 Spectral Analysis of Signals; 2.1 Fourier Series; 2.2 Discrete Fourier Transform and the FFT; 2.2.1 Discrete Fourier Transform (DFT); 2.2.2 Fast Fourier Transform (FFT); 2.3 Aliasing; 2.3.1 Aliasing Error
2.3.2 Remedy for Aliasing2.4 Leakage; 2.4.1 Leakage Error; 2.4.2 Artificial Damping; 2.5 Picket-Fence Effect; 2.6 Zero Padding; 2.6.1 Improving Interpolation in the Transformed Domain; 2.6.2 Remedy for Wraparound Error; 2.7 Gibbs Phenomenon; 2.8 General Procedure of DFT Processing; 2.9 DFTs of Typical Functions; 2.9.1 Product of Two Functions; 2.9.2 Derivative of a Function; 2.9.3 Other Typical Functions; Part Two: Theory of Spectral Element Method; 3 Methods of Spectral Element Formulation; 3.1 Force-Displacement Relation Method; 3.2 Variational Method; 3.3 State-Vector Equation Method
3.4 Reduction from the Finite Models4 Spectral Element Analysis Method; 4.1 Formulation of Spectral Element Equation; 4.1.1 Computation of Wavenumbers and Wavemodes; 4.1.2 Computation of Spectral Nodal Forces; 4.2 Assembly and the Imposition of Boundary Conditions; 4.3 Eigenvalue Problem and Eigensolutions; 4.4 Dynamic Responses with Null Initial Conditions; 4.4.1 Frequency-Domain and Time-Domain Responses; 4.4.2 Equivalence between Spectral Element Equation and Convolution Integral; 4.5 Dynamic Responses with Arbitrary Initial Conditions
4.5.1 Discrete Systems with Arbitrary Initial Conditions4.5.2 Continuous Systems with Arbitrary Initial Conditions; 4.6 Dynamic Responses of Nonlinear Systems; 4.6.1 Discrete Systems with Arbitrary Initial Conditions; 4.6.2 Continuous Systems with Arbitrary Initial Conditions; Part Three: Applications of Spectral Element Method; 5 Dynamics of Beams and Plates; 5.1 Beams; 5.1.1 Spectral Element Equation; 5.1.2 Two-Element Method; 5.2 Levy-Type Plates; 5.2.1 Equation of Motion; 5.2.2 Spectral Element Modeling; 5.2.3 Equivalent 1-D Structure Representation; 5.2.4 Computation of Dynamic Responses
Appendix 5.A: Finite Element Model of Bernoulli-Euler Beam6 Flow-Induced Vibrations of Pipelines; 6.1 Theory of Pipe Dynamics; 6.1.1 Equations of Motion of the Pipeline; 6.1.2 Fluid-Dynamics Equations; 6.1.3 Governing Equations for Pipe Dynamics; 6.2 Pipelines Conveying Internal Steady Fluid; 6.2.1 Governing Equations; 6.2.2 Spectral Element Modeling; 6.2.3 Finite Element Model; 6.3 Pipelines Conveying Internal Unsteady Fluid; 6.3.1 Governing Equations; 6.3.2 Spectral Element Modeling; 6.3.3 Finite Element Model; Appendix 6.A: Finite Element Matrices: Steady Fluid
Appendix 6.B: Finite Element Matrices: Unsteady Fluid
Record Nr. UNINA-9910841472503321
Lee Usik  
Singapore ; ; Hoboken, NJ, : J. Wiley & Sons Asia, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Structural mechanics : modelling and analysis of frames and trusses / / Karl-Gunnar Olsson, Ola Dahlblom
Structural mechanics : modelling and analysis of frames and trusses / / Karl-Gunnar Olsson, Ola Dahlblom
Autore Olsson Karl-Gunnar
Pubbl/distr/stampa Chichester, West Sussex : , : Wiley, , 2016
Descrizione fisica 1 online resource (341 pages)
Disciplina 624.1/773
Soggetto topico Trusses - Design and construction
Structural frames - Design and construction
Trusses - Mathematical models
Structural frames - Mathematical models
Structural analysis (Engineering) - Mathematics
ISBN 1-119-15935-0
Classificazione 515.5
501.36
624.1/773
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione und
Record Nr. UNINA-9910795819403321
Olsson Karl-Gunnar  
Chichester, West Sussex : , : Wiley, , 2016
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Structural mechanics : modelling and analysis of frames and trusses / / Karl-Gunnar Olsson, Ola Dahlblom
Structural mechanics : modelling and analysis of frames and trusses / / Karl-Gunnar Olsson, Ola Dahlblom
Autore Olsson Karl-Gunnar
Pubbl/distr/stampa Chichester, West Sussex : , : Wiley, , 2016
Descrizione fisica 1 online resource (341 pages)
Disciplina 624.1/773
Soggetto topico Trusses - Design and construction
Structural frames - Design and construction
Trusses - Mathematical models
Structural frames - Mathematical models
Structural analysis (Engineering) - Mathematics
ISBN 1-119-15935-0
Classificazione 515.5
501.36
624.1/773
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione und
Record Nr. UNINA-9910822308703321
Olsson Karl-Gunnar  
Chichester, West Sussex : , : Wiley, , 2016
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui