Structural condition assessment / edited by Robert T. Ratay |
Pubbl/distr/stampa | Hoboken, N.J. : J. Wiley & Sons, c2005 |
Descrizione fisica | xii, 700 p. : ill. ; 25 cm |
Disciplina | 624.171 |
Altri autori (Persone) | Ratay, Robert T. |
Altri autori (Enti) |
Structural Engineering Institute
American Society of Civil Engineers |
Soggetto topico | Structural analysis (Engineering) |
ISBN | 0471647195 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISALENTO-991003498589707536 |
Hoboken, N.J. : J. Wiley & Sons, c2005 | ||
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Lo trovi qui: Univ. del Salento | ||
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Structural design in metals, by Clifford D. Williams and Ernest C. Harris |
Autore | Williams, Clifford David |
Pubbl/distr/stampa | New York : Ronald Press Co., [1949] |
Descrizione fisica | x, 596 p. : ill. ; 24 cm |
Disciplina | 624.17 |
Altri autori (Persone) | Harris, Ernest C. |
Soggetto topico |
Structural analysis (Engineering)
Building, Iron and steel Aluminum |
Classificazione |
LC TA684
53.9.1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISALENTO-991002198719707536 |
Williams, Clifford David
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New York : Ronald Press Co., [1949] | ||
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Lo trovi qui: Univ. del Salento | ||
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Structural dynamic analysis with generalized damping models : identification / / Sondipon Adhikari |
Autore | Adhikari Sondipon |
Edizione | [1st edition] |
Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 |
Descrizione fisica | 1 online resource (269 p.) |
Disciplina | 620.3 |
Collana | Mechanical engineering and solid mechanics series |
Soggetto topico |
Vibration - Mathematical models
Damping (Mechanics) Structural analysis (Engineering) |
ISBN |
1-118-86297-X
1-118-86302-X 1-118-86303-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Title Page; Contents; Preface; Nomenclature; Chapter 1. Parametric Sensitivity of Damped Systems; 1.1. Parametric sensitivity of undamped systems; 1.1.1. Sensitivity of the eigenvalues; 1.1.2. Sensitivity of the eigenvectors; 1.2. Parametric sensitivity of viscously damped systems; 1.2.1. Sensitivity of the eigenvalues; 1.2.2. Sensitivity of the eigenvectors; 1.3. Parametric sensitivity of non-viscously damped systems; 1.3.1. Sensitivity of the eigenvalues; 1.3.2. Sensitivity of the eigenvectors; 1.4. Summary; Chapter 2. Identification of Viscous Damping
2.1. Identification of proportional viscous damping 2.1.1. Damping identification using generalized proportional damping; 2.1.2. Error propagation in the damping identification method; 2.1.3. Numerical examples; 2.1.4. Experimental results; 2.1.5. Synopsis; 2.2. Identification of non-proportional viscous damping; 2.2.1. The theory of damping identification; 2.2.2. Numerical examples; 2.2.3. Error analysis; 2.2.4. Synopsis; 2.3. Symmetry-preserving damping identification; 2.3.1. The theory of symmetric damping matrix identification; 2.3.2. Numerical examples; 2.3.3. Synopsis 2.4. Direct identification of the damping matrix 2.4.1. The modified Lancaster's method; 2.4.2. Numerical examples; 2.4.3. Synopsis; 2.5. Summary; Chapter 3. Identification of Non-viscous Damping; 3.1. Identification of exponential non-viscous damping model; 3.1.1. Background of complex modes; 3.1.2. Fitting of the relaxation parameter; 3.1.3. Fitting of the coefficient matrix; 3.1.4. Synopsis; 3.2. Symmetry preserving non-viscous damping identification; 3.2.1. Theory; 3.2.2. Numerical examples; 3.2.3. Synopsis; 3.3. Direct identification of non-viscous damping 3.3.1. Lancaster's method for non-viscously damped systems 3.3.2. Numerical examples; 3.3.3. Synopsis; 3.4. Summary; Chapter 4. Quantification of Damping; 4.1. Quantification of non-proportional damping; 4.1.1. Optimal normalization of complex modes; 4.1.2. An index of non-proportionality; 4.1.3. Alternative normalization methods; 4.1.4. Synopsis; 4.2. Quantification of non-viscous damping; 4.2.1. Non-viscosity indices; 4.2.2. Numerical examples; 4.2.3. Error analysis; 4.2.4. Synopsis; 4.3. Summary; Bibliography; Author Index; Index |
Record Nr. | UNINA-9910138962603321 |
Adhikari Sondipon
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London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural dynamic analysis with generalized damping models : analysis / / Sondipon Adhikari |
Autore | Adhikari Sondipon |
Edizione | [1st edition] |
Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 |
Descrizione fisica | 1 online resource (363 pages) : illustrations |
Disciplina | 624.171 |
Soggetto topico |
Structural analysis (Engineering)
Structural dynamics Damping (Mechanics) |
ISBN |
1-118-57205-X
1-118-57202-5 1-118-57207-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910138978303321 |
Adhikari Sondipon
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||
London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural dynamic analysis with generalized damping models : identification / / Sondipon Adhikari |
Autore | Adhikari Sondipon |
Edizione | [1st edition] |
Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 |
Descrizione fisica | 1 online resource (269 p.) |
Disciplina | 620.3 |
Collana | Mechanical engineering and solid mechanics series |
Soggetto topico |
Vibration - Mathematical models
Damping (Mechanics) Structural analysis (Engineering) |
ISBN |
1-118-86297-X
1-118-86302-X 1-118-86303-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Title Page; Contents; Preface; Nomenclature; Chapter 1. Parametric Sensitivity of Damped Systems; 1.1. Parametric sensitivity of undamped systems; 1.1.1. Sensitivity of the eigenvalues; 1.1.2. Sensitivity of the eigenvectors; 1.2. Parametric sensitivity of viscously damped systems; 1.2.1. Sensitivity of the eigenvalues; 1.2.2. Sensitivity of the eigenvectors; 1.3. Parametric sensitivity of non-viscously damped systems; 1.3.1. Sensitivity of the eigenvalues; 1.3.2. Sensitivity of the eigenvectors; 1.4. Summary; Chapter 2. Identification of Viscous Damping
2.1. Identification of proportional viscous damping 2.1.1. Damping identification using generalized proportional damping; 2.1.2. Error propagation in the damping identification method; 2.1.3. Numerical examples; 2.1.4. Experimental results; 2.1.5. Synopsis; 2.2. Identification of non-proportional viscous damping; 2.2.1. The theory of damping identification; 2.2.2. Numerical examples; 2.2.3. Error analysis; 2.2.4. Synopsis; 2.3. Symmetry-preserving damping identification; 2.3.1. The theory of symmetric damping matrix identification; 2.3.2. Numerical examples; 2.3.3. Synopsis 2.4. Direct identification of the damping matrix 2.4.1. The modified Lancaster's method; 2.4.2. Numerical examples; 2.4.3. Synopsis; 2.5. Summary; Chapter 3. Identification of Non-viscous Damping; 3.1. Identification of exponential non-viscous damping model; 3.1.1. Background of complex modes; 3.1.2. Fitting of the relaxation parameter; 3.1.3. Fitting of the coefficient matrix; 3.1.4. Synopsis; 3.2. Symmetry preserving non-viscous damping identification; 3.2.1. Theory; 3.2.2. Numerical examples; 3.2.3. Synopsis; 3.3. Direct identification of non-viscous damping 3.3.1. Lancaster's method for non-viscously damped systems 3.3.2. Numerical examples; 3.3.3. Synopsis; 3.4. Summary; Chapter 4. Quantification of Damping; 4.1. Quantification of non-proportional damping; 4.1.1. Optimal normalization of complex modes; 4.1.2. An index of non-proportionality; 4.1.3. Alternative normalization methods; 4.1.4. Synopsis; 4.2. Quantification of non-viscous damping; 4.2.1. Non-viscosity indices; 4.2.2. Numerical examples; 4.2.3. Error analysis; 4.2.4. Synopsis; 4.3. Summary; Bibliography; Author Index; Index |
Record Nr. | UNINA-9910813509703321 |
Adhikari Sondipon
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London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural dynamic analysis with generalized damping models : analysis / / Sondipon Adhikari |
Autore | Adhikari Sondipon |
Edizione | [1st edition] |
Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 |
Descrizione fisica | 1 online resource (363 pages) : illustrations |
Disciplina | 624.171 |
Soggetto topico |
Structural analysis (Engineering)
Structural dynamics Damping (Mechanics) |
ISBN |
1-118-57205-X
1-118-57202-5 1-118-57207-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910825298503321 |
Adhikari Sondipon
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London, England ; ; Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural Engineering, Mechanics, and Computation [[electronic resource] ] : proceedings of the International Conference on Structural Engineering, Mechanics, and Computation, 2-4 April 2001, Cape Town, South Africa . Volume 1 / / edited by A. Zingoni |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 2001 |
Descrizione fisica | 1 online resource (863 p.) |
Disciplina |
624
624.1 624.1 21 |
Altri autori (Persone) | ZingoniAlphose |
Soggetto topico |
Structural analysis (Engineering)
Structural engineering |
Soggetto genere / forma | Electronic books. |
ISBN |
1-282-88672-X
9786612886720 0-08-054192-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Structural Engineering, Mechanics and Computation; Copyright Page; Contents; Foreword; Preface; Local Organising Committee, International Scientific/Technical Advisory Board, Sponsoring Organisations; PART 1: STABILITY OF THIN-WALLED MEMBERS; Chapter 1. Interaction buckling design concepts for thin-walled members; Chapter 2. Degenerate Hopf bifurcation phenomena of a cantilever beam on elastic foundation; Chapter 3. Simplified computational procedure for postbuckling equilibrium branches in ideal and imperfect plates; Chapter 4. Dynamic stability of thin-walled members
Chapter 5. The compound spline finite strip method for the elastic stability of U and C built-up columnsPART 2: VIBRATION AND DYNAMIC ANALYSIS; Chapter 6. Stochastic transient variational principle in vibration analysis; Chapter 7. Efficient automatic selection of tolerances in nonlinear dynamic analysis; Chapter 8. An elasto-plastic free-free beam subjected to pulse load at tip; Chapter 9. Robust convergence for the dynamic analysis of MDOF elastoplastic systems; Chapter 10. Free vibration analysis of slantlegged skew bridge; PART 3: VIBRATION CONTROL AND SEISMIC ANALYSIS Chapter 11. Placement and elimination of vibration controllers in buildingsChapter 12. Viscous damping system for optimal structural seismic design; Chapter 13. Reducing vibratory screen structural loading using a vibration absorber; Chapter 14. Acceptability vibration criterion for floors with walking occupants; Chapter 15. A comparative study of a storey vs. element hysteretic nonlinear model for seismic analysis of buildings; Chapter 16. Predicting earthquake ground motion descriptions through artificial neural networks for testing the constructions PART 4: SEISMIC DESIGN OF STEEL STRUCTURESChapter 17. Contributing effect of cladding panels in the seismic design of MR steel frames; Chapter 18. Ductility formulations of steel structural members; Chapter 19. Seismic analysis of MR steel frames accounting for connection topology; Chapter 20. A survey of ductile design of MR steel frames; PART 5: SEISMIC DESIGN OF CONCRETE STRUCTURES; Chapter 21. Behavior of rectangular columns with low lateral confinement ratio; Chapter 22. Behavior of full-scale lightly reinforced concrete interior beam-column joints under reversed cyclic loading Chapter 23. Experimental and analytical assessment of simple bridge structures subjected to near-fault ground motionsChapter 24. Seismic response of reinforced concrete frames using nonlinear macro-element behaviour; Chapter 25. Designing the concrete dual system; PART 6: ANALYSIS AND DESIGN FOR BLAST AND IMPACT; Chapter 26. Parametric study on the drop-impact behaviour of mini hi-fi audio products; Chapter 27. Deformation and tearing of uniformly blast-loaded quadrangular stiffened plates; Chapter 28. Non linear response and energy absorption of vehicle frontal protection structures Chapter 29. Non-linear design of blast/containment reinforced gunite walls for coal mines in SA |
Record Nr. | UNINA-9910458246003321 |
Amsterdam ; ; New York, : Elsevier, 2001 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural Engineering, Mechanics, and Computation [[electronic resource] ] : proceedings of the International Conference on Structural Engineering, Mechanics, and Computation, 2-4 April 2001, Cape Town, South Africa . Volume 1 / / edited by A. Zingoni |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 2001 |
Descrizione fisica | 1 online resource (863 p.) |
Disciplina |
624
624.1 624.1 21 |
Altri autori (Persone) | ZingoniAlphose |
Soggetto topico |
Structural analysis (Engineering)
Structural engineering |
ISBN |
1-282-88672-X
9786612886720 0-08-054192-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Structural Engineering, Mechanics and Computation; Copyright Page; Contents; Foreword; Preface; Local Organising Committee, International Scientific/Technical Advisory Board, Sponsoring Organisations; PART 1: STABILITY OF THIN-WALLED MEMBERS; Chapter 1. Interaction buckling design concepts for thin-walled members; Chapter 2. Degenerate Hopf bifurcation phenomena of a cantilever beam on elastic foundation; Chapter 3. Simplified computational procedure for postbuckling equilibrium branches in ideal and imperfect plates; Chapter 4. Dynamic stability of thin-walled members
Chapter 5. The compound spline finite strip method for the elastic stability of U and C built-up columnsPART 2: VIBRATION AND DYNAMIC ANALYSIS; Chapter 6. Stochastic transient variational principle in vibration analysis; Chapter 7. Efficient automatic selection of tolerances in nonlinear dynamic analysis; Chapter 8. An elasto-plastic free-free beam subjected to pulse load at tip; Chapter 9. Robust convergence for the dynamic analysis of MDOF elastoplastic systems; Chapter 10. Free vibration analysis of slantlegged skew bridge; PART 3: VIBRATION CONTROL AND SEISMIC ANALYSIS Chapter 11. Placement and elimination of vibration controllers in buildingsChapter 12. Viscous damping system for optimal structural seismic design; Chapter 13. Reducing vibratory screen structural loading using a vibration absorber; Chapter 14. Acceptability vibration criterion for floors with walking occupants; Chapter 15. A comparative study of a storey vs. element hysteretic nonlinear model for seismic analysis of buildings; Chapter 16. Predicting earthquake ground motion descriptions through artificial neural networks for testing the constructions PART 4: SEISMIC DESIGN OF STEEL STRUCTURESChapter 17. Contributing effect of cladding panels in the seismic design of MR steel frames; Chapter 18. Ductility formulations of steel structural members; Chapter 19. Seismic analysis of MR steel frames accounting for connection topology; Chapter 20. A survey of ductile design of MR steel frames; PART 5: SEISMIC DESIGN OF CONCRETE STRUCTURES; Chapter 21. Behavior of rectangular columns with low lateral confinement ratio; Chapter 22. Behavior of full-scale lightly reinforced concrete interior beam-column joints under reversed cyclic loading Chapter 23. Experimental and analytical assessment of simple bridge structures subjected to near-fault ground motionsChapter 24. Seismic response of reinforced concrete frames using nonlinear macro-element behaviour; Chapter 25. Designing the concrete dual system; PART 6: ANALYSIS AND DESIGN FOR BLAST AND IMPACT; Chapter 26. Parametric study on the drop-impact behaviour of mini hi-fi audio products; Chapter 27. Deformation and tearing of uniformly blast-loaded quadrangular stiffened plates; Chapter 28. Non linear response and energy absorption of vehicle frontal protection structures Chapter 29. Non-linear design of blast/containment reinforced gunite walls for coal mines in SA |
Record Nr. | UNINA-9910784635703321 |
Amsterdam ; ; New York, : Elsevier, 2001 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural Engineering, Mechanics, and Computation [[electronic resource] ] : proceedings of the International Conference on Structural Engineering, Mechanics, and Computation, 2-4 April 2001, Cape Town, South Africa . Volume 1 / / edited by A. Zingoni |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 2001 |
Descrizione fisica | 1 online resource (863 p.) |
Disciplina |
624
624.1 624.1 21 |
Altri autori (Persone) | ZingoniAlphose |
Soggetto topico |
Structural analysis (Engineering)
Structural engineering |
ISBN |
1-282-88672-X
9786612886720 0-08-054192-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Structural Engineering, Mechanics and Computation; Copyright Page; Contents; Foreword; Preface; Local Organising Committee, International Scientific/Technical Advisory Board, Sponsoring Organisations; PART 1: STABILITY OF THIN-WALLED MEMBERS; Chapter 1. Interaction buckling design concepts for thin-walled members; Chapter 2. Degenerate Hopf bifurcation phenomena of a cantilever beam on elastic foundation; Chapter 3. Simplified computational procedure for postbuckling equilibrium branches in ideal and imperfect plates; Chapter 4. Dynamic stability of thin-walled members
Chapter 5. The compound spline finite strip method for the elastic stability of U and C built-up columnsPART 2: VIBRATION AND DYNAMIC ANALYSIS; Chapter 6. Stochastic transient variational principle in vibration analysis; Chapter 7. Efficient automatic selection of tolerances in nonlinear dynamic analysis; Chapter 8. An elasto-plastic free-free beam subjected to pulse load at tip; Chapter 9. Robust convergence for the dynamic analysis of MDOF elastoplastic systems; Chapter 10. Free vibration analysis of slantlegged skew bridge; PART 3: VIBRATION CONTROL AND SEISMIC ANALYSIS Chapter 11. Placement and elimination of vibration controllers in buildingsChapter 12. Viscous damping system for optimal structural seismic design; Chapter 13. Reducing vibratory screen structural loading using a vibration absorber; Chapter 14. Acceptability vibration criterion for floors with walking occupants; Chapter 15. A comparative study of a storey vs. element hysteretic nonlinear model for seismic analysis of buildings; Chapter 16. Predicting earthquake ground motion descriptions through artificial neural networks for testing the constructions PART 4: SEISMIC DESIGN OF STEEL STRUCTURESChapter 17. Contributing effect of cladding panels in the seismic design of MR steel frames; Chapter 18. Ductility formulations of steel structural members; Chapter 19. Seismic analysis of MR steel frames accounting for connection topology; Chapter 20. A survey of ductile design of MR steel frames; PART 5: SEISMIC DESIGN OF CONCRETE STRUCTURES; Chapter 21. Behavior of rectangular columns with low lateral confinement ratio; Chapter 22. Behavior of full-scale lightly reinforced concrete interior beam-column joints under reversed cyclic loading Chapter 23. Experimental and analytical assessment of simple bridge structures subjected to near-fault ground motionsChapter 24. Seismic response of reinforced concrete frames using nonlinear macro-element behaviour; Chapter 25. Designing the concrete dual system; PART 6: ANALYSIS AND DESIGN FOR BLAST AND IMPACT; Chapter 26. Parametric study on the drop-impact behaviour of mini hi-fi audio products; Chapter 27. Deformation and tearing of uniformly blast-loaded quadrangular stiffened plates; Chapter 28. Non linear response and energy absorption of vehicle frontal protection structures Chapter 29. Non-linear design of blast/containment reinforced gunite walls for coal mines in SA |
Record Nr. | UNINA-9910823151903321 |
Amsterdam ; ; New York, : Elsevier, 2001 | ||
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Lo trovi qui: Univ. Federico II | ||
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Structural failure analysis and prediction methods for aerospace vehicles and structures [[electronic resource] /] / edited by Sook-Ying Ho |
Pubbl/distr/stampa | [S.l.], : Bentham e Books, [2010] |
Descrizione fisica | 1 online resource (194 p.) |
Disciplina | 629 |
Altri autori (Persone) | HoSook-Ying |
Soggetto topico |
Space vehicles - Design and construction
Structural analysis (Engineering) |
Soggetto genere / forma | Electronic books. |
ISBN | 1-60805-024-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 01 Title.pdf; 02 Cover Page; 04 eBooks End User License Agreement-Website; 05 Content; 06 FOREWORD by Dr CT Liu; 07 Preface; 08 List of Contributors; 09 Nomenculture; 10 chapter 1 Fatigue life assessment paper V2a; 11 chapter 2 Generic design procedures for the repair of acoustically damaged panels Final a2; 12 chapter 3 aerothermostructural analysis_j; 13 chapter 4 Ebook-Zhuang20100202b; 14 chapter 5 Fracture Andrei and John 15a; 15 chapter 6 NDE solid rocket3; 16 chapter 7 solid rocket SIA5a; 17 INDEX |
Record Nr. | UNINA-9910460145903321 |
[S.l.], : Bentham e Books, [2010] | ||
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Lo trovi qui: Univ. Federico II | ||
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