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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 |
| Pubbl/distr/stampa | Chichester, : Wiley Blackwell, 2015 |
| Descrizione fisica | Testo elettronico (PDF) (XV, 258 p.) |
| Disciplina | 624.170151 |
| Soggetto topico |
Structural analysis (Engineering) - Mathematics
Analisi strutturale |
| ISBN | 9781118825440 |
| Formato | Risorse elettroniche  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-996447149703316 |
FU, Feng
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| Chichester, : Wiley Blackwell, 2015 | ||
| Risorse elettroniche | ||
| Lo trovi qui: Univ. di Salerno | ||
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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 | ||
| ||
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)
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||
| Chichester, England : , : Wiley Blackwell, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
| Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas |
| Autore | Eisley Joe |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina |
624.1/71
624.171 629.13431 |
| Altri autori (Persone) | WaasAnthony M |
| Soggetto topico |
Structural analysis (Engineering) - Mathematics
Numerical analysis |
| ISBN |
1-119-99354-7
1-299-31437-6 1-119-99327-X 1-119-99328-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables
2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio 3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction 4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction 5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube 6.7 Torsional Stress and Stiffness in Multicell Sections |
| Record Nr. | UNINA-9910139555803321 |
|
Eisley Joe
|
||
| Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
| Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas |
| Autore | Eisley Joe |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina |
624.1/71
624.171 629.13431 |
| Altri autori (Persone) | WaasAnthony M |
| Soggetto topico |
Structural analysis (Engineering) - Mathematics
Numerical analysis |
| ISBN |
1-119-99354-7
1-299-31437-6 1-119-99327-X 1-119-99328-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables
2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio 3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction 4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction 5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube 6.7 Torsional Stress and Stiffness in Multicell Sections |
| Record Nr. | UNINA-9910826145903321 |
|
Eisley Joe
|
||
| Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Computational structural mechanics : static and dynamic behaviors / / Karan Kumar Pradhan, Snehashish Chakraverty
| Computational structural mechanics : static and dynamic behaviors / / Karan Kumar Pradhan, Snehashish Chakraverty |
| Autore | Pradhan Karan Kumar |
| Pubbl/distr/stampa | London, United Kingdom : , : Academic Press, an imprint of Elsevier, , [2019] |
| Descrizione fisica | 1 online resource (338 pages) |
| Disciplina | 624.170151 |
| Soggetto topico | Structural analysis (Engineering) - Mathematics |
| ISBN | 0-12-815642-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910583315403321 |
|
Pradhan Karan Kumar
|
||
| London, United Kingdom : , : Academic Press, an imprint of Elsevier, , [2019] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The finite element method for solid and structural mechanics / / O.C. Zienkiewicz, CBE, FRS, previously UNESCO Professor of Numerical Methods in Engineering, International Centre for Numerical Methods in Engineering, Barcelona, Spain, previously Director of the Institute for Numerical Methods in Engineering, University of Whales, Swansea, UK, R.L. Taylor, Professor in the Graduate School, Department of Civil and Environmental Engineering, University of California at Berkeley, CA, USA, D.D. Fox, Dassault Systemes SIMULIA, Providence, RI, USA
| The finite element method for solid and structural mechanics / / O.C. Zienkiewicz, CBE, FRS, previously UNESCO Professor of Numerical Methods in Engineering, International Centre for Numerical Methods in Engineering, Barcelona, Spain, previously Director of the Institute for Numerical Methods in Engineering, University of Whales, Swansea, UK, R.L. Taylor, Professor in the Graduate School, Department of Civil and Environmental Engineering, University of California at Berkeley, CA, USA, D.D. Fox, Dassault Systemes SIMULIA, Providence, RI, USA |
| Autore | Zienkiewicz O. C |
| Edizione | [Seventh edition.] |
| Pubbl/distr/stampa | Oxford : , : Butterworth-Heinemann, , 2014 |
| Descrizione fisica | 1 online resource (xxxi, 624 pages) : illustrations (some color) |
| Disciplina | 624.1/71 |
| Collana | Gale eBooks |
| Soggetto topico |
Continuum mechanics - Mathematics
Structural analysis (Engineering) - Mathematics Finite element method |
| ISBN | 9780080951362 (electronic bk) |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | chapter 1. General problems in solid mechanics and nonlinearity -- chapter 2. Galerkin method of approximation : irreducible and mixed forms -- chapter 3. Solution of nonlinear algebraic equations -- chapter 4. Inelastic and nonlinear materials -- chapter 5. Geometrically nonlinear problems : finite deformation -- chapter 6. Material constitution for finite deformation -- chapter 7. Material constitution using representative volume elements -- chapter 8. Treatment of constraints : contact and tied interfaces -- chapter 9. Pseudo-rigid and rigid-flexible bodies -- chapter 10. Background mathematics and linear shell theory -- chapter 11. Differential geometry and calculus on manifolds -- chapter 12. Geometrically nonlinear problems in continuum mechanics -- chapter 13. A nonlinear geometrically exact rod model -- chapter 14. A nonlinear geometrically exact shell model -- chapter 15. Computer procedures for finite element analysis. |
| Record Nr. | UNINA-9910790765503321 |
|
Zienkiewicz O. C
|
||
| Oxford : , : Butterworth-Heinemann, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The finite element method for solid and structural mechanics / / O.C. Zienkiewicz, CBE, FRS, previously UNESCO Professor of Numerical Methods in Engineering, International Centre for Numerical Methods in Engineering, Barcelona, Spain, previously Director of the Institute for Numerical Methods in Engineering, University of Whales, Swansea, UK, R.L. Taylor, Professor in the Graduate School, Department of Civil and Environmental Engineering, University of California at Berkeley, CA, USA, D.D. Fox, Dassault Systemes SIMULIA, Providence, RI, USA
| The finite element method for solid and structural mechanics / / O.C. Zienkiewicz, CBE, FRS, previously UNESCO Professor of Numerical Methods in Engineering, International Centre for Numerical Methods in Engineering, Barcelona, Spain, previously Director of the Institute for Numerical Methods in Engineering, University of Whales, Swansea, UK, R.L. Taylor, Professor in the Graduate School, Department of Civil and Environmental Engineering, University of California at Berkeley, CA, USA, D.D. Fox, Dassault Systemes SIMULIA, Providence, RI, USA |
| Autore | Zienkiewicz O. C |
| Edizione | [Seventh edition.] |
| Pubbl/distr/stampa | Oxford : , : Butterworth-Heinemann, , 2014 |
| Descrizione fisica | 1 online resource (xxxi, 624 pages) : illustrations (some color) |
| Disciplina | 624.1/71 |
| Collana | Gale eBooks |
| Soggetto topico |
Continuum mechanics - Mathematics
Structural analysis (Engineering) - Mathematics Finite element method |
| ISBN | 9780080951362 (electronic bk) |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | chapter 1. General problems in solid mechanics and nonlinearity -- chapter 2. Galerkin method of approximation : irreducible and mixed forms -- chapter 3. Solution of nonlinear algebraic equations -- chapter 4. Inelastic and nonlinear materials -- chapter 5. Geometrically nonlinear problems : finite deformation -- chapter 6. Material constitution for finite deformation -- chapter 7. Material constitution using representative volume elements -- chapter 8. Treatment of constraints : contact and tied interfaces -- chapter 9. Pseudo-rigid and rigid-flexible bodies -- chapter 10. Background mathematics and linear shell theory -- chapter 11. Differential geometry and calculus on manifolds -- chapter 12. Geometrically nonlinear problems in continuum mechanics -- chapter 13. A nonlinear geometrically exact rod model -- chapter 14. A nonlinear geometrically exact shell model -- chapter 15. Computer procedures for finite element analysis. |
| Record Nr. | UNINA-9910823118603321 |
|
Zienkiewicz O. C
|
||
| Oxford : , : Butterworth-Heinemann, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Finite elements in structural analysis : theoretical concepts and modeling procedures in statics and dynamics of structures / / Horst Werkle
| Finite elements in structural analysis : theoretical concepts and modeling procedures in statics and dynamics of structures / / Horst Werkle |
| Autore | Werkle Horst |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (716 pages) |
| Disciplina | 624.17 |
| Collana | Springer Tracts in Civil Engineering |
| Soggetto topico | Structural analysis (Engineering) - Mathematics |
| ISBN | 3-030-49840-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- 1 Mathematical Background -- 1.1 Introduction -- 1.2 Matrices and Vectors -- 1.3 Matrix Algebra -- 1.3.1 Addition and Subtraction -- 1.3.2 Multiplication -- 1.3.3 Inverse of a Matrix -- 1.4 Linear Systems of Equations -- 1.4.1 Inhomogeneous and Homogeneous Systems of Equations -- 1.4.2 Existence of Solutions -- 1.4.3 Numerical Solution Methods -- 1.4.4 Norms and Condition Number -- 1.5 Eigenvalue Problems -- 1.5.1 General Eigenvalue Problem -- 1.5.2 Numerical Solution of Eigenvalue Problems -- Exercises -- References -- 2 Basic Equations of the Theory of Elasticity -- 2.1 Types of Structures -- 2.2 One-Dimensional and Two-Dimensional States of Stress -- 2.3 Beams and Plates in Bending -- 2.4 Spatial Structures -- 2.4.1 Generals -- 2.4.2 Beams -- 2.4.3 Solids -- References -- 3 Truss and Beam Structures -- 3.1 Introduction -- 3.1.1 The Finite Element Method in Structural Analysis -- 3.1.2 Nodal Points, Degrees of Freedom, and Finite Elements -- 3.1.3 Computational Method -- 3.2 Introductory Example: Plane Truss System -- 3.2.1 Structural System -- 3.2.2 Element Stiffness Matrix of a Truss Element -- 3.2.3 Coordinate Transformation -- 3.2.4 Global Stiffness Matrix -- 3.2.5 Support Conditions -- 3.2.6 Solution of the System of Equations -- 3.2.7 Support Forces and Element Stresses -- 3.2.8 Flexibility Matrix -- 3.3 Elastic Springs -- 3.3.1 Elastic Support of Nodal Points -- 3.3.2 Spring Elements -- 3.4 Beams in Bending -- 3.4.1 Stiffness Matrix of the Beam Element -- 3.4.2 Element Loads -- 3.4.3 Extension of the Stiffness Matrix of the Beam Element -- 3.4.4 Coordinate Transformation -- 3.4.5 Hinges -- 3.5 Combined Beam and Truss Systems -- 3.6 Spatial Trusses and Beam Structures -- 3.6.1 3D Truss Element -- 3.6.2 3D Beam Element -- 3.6.3 Beam Element with Warping Torsion -- 3.7 Modeling of Beam Structures.
3.7.1 Supports -- 3.7.2 Springs -- 3.7.3 Beam Structures -- 3.7.4 Symmetrical Structures -- 3.8 Quality Assurance and Documentation -- 3.8.1 Sources of Error -- 3.8.2 Checking of Beam Structures Computations -- 3.8.3 Documentation of Finite Element Analyses -- Exercises -- References -- 4 Plate, Shell, and Solid Structures -- 4.1 Historical Background -- 4.2 Basic Concepts -- 4.3 Approximation Character of the Finite Element Method -- 4.3.1 One-Dimensional Introductory Example -- 4.3.2 Analytical Solution -- 4.3.3 FEM Approximate Solution with Linear Shape Functions -- 4.3.4 FEM Approximate Solution with Quadratic Shape Functions -- 4.3.5 Properties of the Finite Element Approximate Solution -- 4.4 Rectangular Elements for Plates in Plane Stress -- 4.4.1 Shape Functions -- 4.4.2 Strains and Stresses -- 4.4.3 Stiffness Matrix -- 4.4.4 Element Loads -- 4.4.5 Examples -- 4.5 Finite Elements for Plates in Plane Stress -- 4.5.1 Properties of Finite Elements -- 4.5.2 Displacement-Based Elements with Compatible Shape Functions -- 4.5.3 Nonconforming Elements -- 4.5.4 Hybrid Elements -- 4.5.5 Other Element Types -- 4.5.6 Element Types in Finite Element Software for Structural Analysis -- 4.6 Rectangular Element for Plates in Bending -- 4.6.1 Element Type -- 4.6.2 Shape Functions -- 4.6.3 Deformations and Section Forces -- 4.6.4 Stiffness Matrix -- 4.6.5 Element Loads -- 4.7 Finite Elements for Plates in Bending -- 4.7.1 Displacement-Based Shear Flexible Elements -- 4.7.2 Displacement-Based Shear Rigid Plate Elements -- 4.7.3 Hybrid Plate Elements -- 4.7.4 Other Element Types -- 4.7.5 Element Types in Finite Element Software for Structural Analysis -- 4.8 Finite Elements for Shells -- 4.8.1 Plane Shell Elements as Superimposed Membrane and Bending Elements -- 4.8.2 Curved Shell Elements as "Degenerated" Solid Elements -- 4.8.3 Axisymmetric Shell Elements. 4.8.4 Element Types in Finite Element Software for Structural Analysis -- 4.9 Solid Elements -- 4.9.1 Isoparametric Elements -- 4.9.2 Other Element Types -- 4.9.3 Axisymmetric Solid Elements -- 4.9.4 Element Types in Finite-Element Software for Structural Analysis -- 4.10 Transition between Beam, Plate and Solid Elements -- 4.10.1 Generals -- 4.10.2 Transformation of Element Matrices -- 4.10.3 Connections with Displacement Assumptions (RDT) -- 4.10.4 Connections with Stress Assumptions (EST) -- 4.10.5 Engineering Models -- 4.10.6 Other Element Transitions -- 4.11 Modeling of Structural Elements and Buildings -- 4.11.1 Structural Models -- 4.11.2 Singularities of Stresses and Displacements -- 4.11.3 Element Types and Meshing -- 4.11.4 Mesh Generation -- 4.11.5 Modeling of Plates in Plane Stress -- 4.11.6 Modeling of Plates in Bending -- 4.11.7 Foundation Slabs -- 4.11.8 Modeling of Folded Plate and Shell Structures -- 4.11.9 Three-Dimensional Building Models -- 4.11.10 Interpretation of Results -- 4.12 Quality Assurance and Documentation -- 4.12.1 Types of Error -- 4.12.2 Error Estimation and Adaptive Meshing -- 4.12.3 Checking of Surface and Spatial Structure Computations -- 4.12.4 Documentation of Finite Element Analyses of Surface and Spatial Structures -- Exercises -- References -- 5 Dynamic Analysis of Structures -- 5.1 Introduction -- 5.2 Basic Concepts of Dynamics -- 5.2.1 Kinematics -- 5.2.2 Inertial Forces -- 5.2.3 Damping Forces -- 5.3 Equations of Motion -- 5.4 Free Vibrations -- 5.4.1 Undamped Vibrations -- 5.4.2 Damped Vibrations -- 5.5 Forced Vibrations with Harmonic Excitation -- 5.6 Forced Vibrations with General Dynamic Excitation -- 5.6.1 Generals -- 5.6.2 Direct Numerical Integration -- 5.6.3 Modal Analysis -- 5.6.4 Fourier Transformation -- 5.7 Earthquake Excitation -- 5.7.1 Generals -- 5.7.2 Methods of Analysis. 5.7.3 Time History Analysis -- 5.7.4 Response Spectrum Analysis -- 5.8 Modeling for Dynamic Analysis -- 5.8.1 Structural Model -- 5.8.2 Finite Element Model -- 5.8.3 Discretization in Time and Frequency Domain -- 5.8.4 Building Models -- 5.8.5 Soil-Structure Interaction -- 5.8.6 Modeling and Validation -- Exercises -- References -- The Book's Homepage -- -- Index. |
| Record Nr. | UNINA-9910483005203321 |
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Werkle Horst
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| Cham, Switzerland : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Optimization and anti-optimization of structures under uncertainty [[electronic resource] /] / Isaac Elishakoff, Makoto Ohsaki
| Optimization and anti-optimization of structures under uncertainty [[electronic resource] /] / Isaac Elishakoff, Makoto Ohsaki |
| Autore | Elishakoff Isaac |
| Pubbl/distr/stampa | London, : Imperial College Press, c2010 |
| Descrizione fisica | 1 online resource (424 p.) |
| Disciplina | 624.177130151 |
| Altri autori (Persone) | ŌsakiMakoto <1960-> |
| Soggetto topico |
Structural optimization - Mathematics
Structural analysis (Engineering) - Mathematics Structural stability - Mathematics Computer-aided engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-76006-8
9786612760068 1-84816-478-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Preface; Contents; 1. Introduction; 1.1 Probabilistic Analysis: Bad News; 1.2 Probabilistic Analysis: Good News; 1.3 Convergence of Probability and Anti-Optimization; 2. Optimization or Making the Best in the Presence of Certainty/Uncertainty; 2.1 Introduction; 2.2 What Can We Get from Structural Optimization?; 2.3 Definition of the Structural Optimization Problem; 2.4 Various Formulations of Optimization Problems; 2.4.1 Overview of optimization problems; 2.4.2 Classification of optimization problems; 2.4.3 Parametric programming; 2.4.4 Multiobjective programming
2.5 Approximation by Metamodels2.6 Heuristics; 2.6.1 Overview of heuristics; 2.6.2 Basic approaches of single-point search heuristics; 2.6.2.1 Neighborhood solutions; 2.6.2.2 Basic algorithm of single-point search heuristics; 2.6.2.3 Greedy method; 2.6.3 Simulated annealing; 2.7 Classification of Structural Optimization Problems; 2.8 Probabilistic Optimization; 2.9 Fuzzy Optimization; 3. General Formulation of Anti-Optimization; 3.1 Introduction; 3.2 Models of Uncertainty; 3.3 Interval Analysis; 3.3.1 Introduction; 3.3.2 A simple example; 3.3.3 General procedure; 3.4 Ellipsoidal Model 3.4.1 Definition of the ellipsoidal model3.4.2 Properties of the ellipsoidal model; 3.5 Anti-Optimization Problem; 3.6 Linearization by Sensitivity Analysis; 3.6.1 Roles of sensitivity analysis in anti-optimization; 3.6.2 Sensitivity analysis of static responses; 3.6.3 Sensitivity analysis of free vibration; 3.6.4 Shape sensitivity analysis of trusses; 3.7 Exact Reanalysis of Static Response; 3.7.1 Overview of exact reanalysis; 3.7.2 Mathematical formulation based on the inverse of the modi ed matrix; 3.7.3 Mechanical formulation based on virtual load; 4. Anti-Optimization in Static Problems 4.1 A Simple Example4.2 Boley's Pioneering Problem; 4.3 Anti-Optimization Problem for Static Responses; 4.4 Matrix Perturbation Methods for Static Problems; 4.5 Stress Concentration at a Nearly Circular Hole with Uncertain Irregularities; 4.5.1 Introduction; 4.5.2 An asymptotic solution; 4.5.3 A worst-case investigation; 4.6 Anti-Optimization of Prestresses of Tensegrity Structures; 4.6.1 Introduction; 4.6.2 Basic equations; 4.6.2.1 Equilibrium equations; 4.6.2.2 Self-equilibrium forces; 4.6.2.3 Tangent stiffness matrix; 4.6.2.4 Lowest eigenvalue of tangent stiffness matrix 4.6.2.5 Compliance against external load4.6.3 Anti-optimization problem; 4.6.4 Numerical examples; 5. Anti-Optimization in Buckling; 5.1 Introduction; 5.2 A Simple Example; 5.3 Buckling Analysis; 5.4 Anti-Optimization Problem; 5.5 Worst Imperfection of Braced Frame with Multiple Buckling Loads; 5.5.1 Definition of frame model; 5.5.2 Worst imperfection of optimized frame; 5.5.3 Mode interaction; 5.5.4 Worst-case design and worst imperfection under stress constraints; 5.6 Anti-Optimization Based on Convexity of Stability Region 5.7 Worst Imperfection of an Arch-type Truss with Multiple Member Buckling at Limit Point |
| Record Nr. | UNINA-9910456133803321 |
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Elishakoff Isaac
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| London, : Imperial College Press, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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