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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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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 |
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Pradhan Karan Kumar
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| London, United Kingdom : , : Academic Press, an imprint of Elsevier, , [2019] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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The Rayleigh-Ritz method for structural analysis / / Sinniah Ilanko, Luis Monterrubio ; with editorial assistance from Yusuke Mochida
| The Rayleigh-Ritz method for structural analysis / / Sinniah Ilanko, Luis Monterrubio ; with editorial assistance from Yusuke Mochida |
| Autore | Ilanko Sinniah |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : ISTE Ltd/John Wiley and Sons Inc, , 2014 |
| Descrizione fisica | 1 online resource (254 p.) |
| Disciplina | 624.170151 |
| Collana | Mechanical engineering and solid mechanics series |
| Soggetto topico |
Vibration
Calculus of variations Differential equations |
| ISBN |
1-118-98442-0
1-118-98444-7 1-118-98443-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Introduction and Historical Notes; 1: Principle of Conservation of Energy and Rayleigh's Principle; 1.1. A simple pendulum; 1.2. A spring-mass system; 1.3. A two degree of freedom system; 2: Rayleigh's Principle and Its Implications; 2.1. Rayleigh's principle; 2.2. Proof; 2.3. Example: a simply supported beam; 2.4. Admissible functions: examples; 3: The Rayleigh-Ritz Method and Simple Applications; 3.1. The Rayleigh-Ritz method; 3.2. Application of the Rayleigh-Ritz method; 3.2.1.1. Short cut to setting up the stiffness and mass matrices
4: Lagrangian Multiplier Method4.1. Handling constraints; 4.2. Application to vibration of a constrained cantilever; 5: Courant's Penalty Method Including Negative Stiffness and Mass Terms; 5.1. Background; 5.2. Penalty method for vibration analysis; 5.3. Penalty method with negative stiffness; 5.4. Inertial penalty and eigenpenalty methods; 5.5. The bipenalty method; 6: Some Useful Mathematical Derivations and Applications; 6.1. Derivation of stiffness and mass matrix terms; 6.2. Frequently used potential and kinetic energy terms; 6.3. Rigid body connected to a beam 6.4. Finding the critical loads of a beam7: The Theorem of Separation and Asymptotic Modeling Theorems; 7.1. Rayleigh's theorem of separation and the basis of the Ritz method; 7.2. Proof of convergence in asymptotic modeling; 7.2.1. The natural frequencies of an n DOF system with one additional positive or negative restraint; 7.2.2. The natural frequencies of an n DOF system with h additional positive or negative restraints; 7.3. Applicability of theorems (1) and (2) for continuous systems; 8: Admissible Functions; 8.1. Choosing the best functions; 8.2. Strategy for choosing the functions 8.3. Admissible functions for an Euler-Bernoulli beam8.4. Proof of convergence; 9: Natural Frequencies and Modes of Beams; 9.1. Introduction; 9.2. Theoretical derivations of the eigenvalue problems; 9.3. Derivation of the eigenvalue problem for beams; 9.4. Building the stiffness, mass matrices and penalty matrices; 9.4.1. Terms Kij of the non-dimensional stiffness matrix K; 9.4.2. Terms Mij of the non-dimensional mass matrix M; 9.4.3. Terms Pij of the non-dimensional penalty matrix P; 9.5. Modes of vibration; 9.6. Results; 9.6.1. Free-free beam; 9.6.2. Clamped-clamped beam using 250 terms 9.6.3. Beam with classical and sliding boundary conditions using inertial restraints to model constraints at the edges of the beam9.7. Modes of vibration; 10: Natural Frequencies and Modes of Plates of Rectangular Planform; 10.1. Introduction; 10.2. Theoretical derivations of the eigenvalue problems; 10.3. Derivation of the eigenvalue problem for plates containing classical constraints along its edges; 10.4. Modes of vibration; 10.5. Results; 11: Natural Frequencies and Modes of Shallow Shells of Rectangular Planform; 11.1. Theoretical derivations of the eigenvalue problems 11.2. Frequency parameters of constrained shallow shells |
| Record Nr. | UNINA-9910140493603321 |
|
Ilanko Sinniah
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||
| Hoboken, New Jersey : , : ISTE Ltd/John Wiley and Sons Inc, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The Rayleigh-Ritz method for structural analysis / / Sinniah Ilanko, Luis Monterrubio ; with editorial assistance from Yusuke Mochida
| The Rayleigh-Ritz method for structural analysis / / Sinniah Ilanko, Luis Monterrubio ; with editorial assistance from Yusuke Mochida |
| Autore | Ilanko Sinniah |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : ISTE Ltd/John Wiley and Sons Inc, , 2014 |
| Descrizione fisica | 1 online resource (254 p.) |
| Disciplina | 624.170151 |
| Collana | Mechanical engineering and solid mechanics series |
| Soggetto topico |
Vibration
Calculus of variations Differential equations |
| ISBN |
1-118-98442-0
1-118-98444-7 1-118-98443-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Introduction and Historical Notes; 1: Principle of Conservation of Energy and Rayleigh's Principle; 1.1. A simple pendulum; 1.2. A spring-mass system; 1.3. A two degree of freedom system; 2: Rayleigh's Principle and Its Implications; 2.1. Rayleigh's principle; 2.2. Proof; 2.3. Example: a simply supported beam; 2.4. Admissible functions: examples; 3: The Rayleigh-Ritz Method and Simple Applications; 3.1. The Rayleigh-Ritz method; 3.2. Application of the Rayleigh-Ritz method; 3.2.1.1. Short cut to setting up the stiffness and mass matrices
4: Lagrangian Multiplier Method4.1. Handling constraints; 4.2. Application to vibration of a constrained cantilever; 5: Courant's Penalty Method Including Negative Stiffness and Mass Terms; 5.1. Background; 5.2. Penalty method for vibration analysis; 5.3. Penalty method with negative stiffness; 5.4. Inertial penalty and eigenpenalty methods; 5.5. The bipenalty method; 6: Some Useful Mathematical Derivations and Applications; 6.1. Derivation of stiffness and mass matrix terms; 6.2. Frequently used potential and kinetic energy terms; 6.3. Rigid body connected to a beam 6.4. Finding the critical loads of a beam7: The Theorem of Separation and Asymptotic Modeling Theorems; 7.1. Rayleigh's theorem of separation and the basis of the Ritz method; 7.2. Proof of convergence in asymptotic modeling; 7.2.1. The natural frequencies of an n DOF system with one additional positive or negative restraint; 7.2.2. The natural frequencies of an n DOF system with h additional positive or negative restraints; 7.3. Applicability of theorems (1) and (2) for continuous systems; 8: Admissible Functions; 8.1. Choosing the best functions; 8.2. Strategy for choosing the functions 8.3. Admissible functions for an Euler-Bernoulli beam8.4. Proof of convergence; 9: Natural Frequencies and Modes of Beams; 9.1. Introduction; 9.2. Theoretical derivations of the eigenvalue problems; 9.3. Derivation of the eigenvalue problem for beams; 9.4. Building the stiffness, mass matrices and penalty matrices; 9.4.1. Terms Kij of the non-dimensional stiffness matrix K; 9.4.2. Terms Mij of the non-dimensional mass matrix M; 9.4.3. Terms Pij of the non-dimensional penalty matrix P; 9.5. Modes of vibration; 9.6. Results; 9.6.1. Free-free beam; 9.6.2. Clamped-clamped beam using 250 terms 9.6.3. Beam with classical and sliding boundary conditions using inertial restraints to model constraints at the edges of the beam9.7. Modes of vibration; 10: Natural Frequencies and Modes of Plates of Rectangular Planform; 10.1. Introduction; 10.2. Theoretical derivations of the eigenvalue problems; 10.3. Derivation of the eigenvalue problem for plates containing classical constraints along its edges; 10.4. Modes of vibration; 10.5. Results; 11: Natural Frequencies and Modes of Shallow Shells of Rectangular Planform; 11.1. Theoretical derivations of the eigenvalue problems 11.2. Frequency parameters of constrained shallow shells |
| Record Nr. | UNINA-9910814264503321 |
|
Ilanko Sinniah
|
||
| Hoboken, New Jersey : , : ISTE Ltd/John Wiley and Sons Inc, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||