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Structural dynamics in industry [[electronic resource] /] / Alain Girard and Nicolas Roy
| Structural dynamics in industry [[electronic resource] /] / Alain Girard and Nicolas Roy |
| Autore | Girard Alain |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (451 p.) |
| Disciplina |
624.1/7
624.17 |
| Altri autori (Persone) | RoyNicolas |
| Collana | ISTE |
| Soggetto topico |
Structural dynamics - Mathematical models
Functional analysis Industrial buildings |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-16483-X
9786612164835 0-470-61091-3 0-470-39349-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Structural Dynamics in Industry; Table of Contents; Foreword; Preface; Introduction; Glossary; Chapter 1. General Introduction to Linear Analysis; 1.1. Introduction; 1.2. Motion types; 1.2.1. Sine motion; 1.2.1.1. Pure sine; 1.2.1.2. Swept sine; 1.2.1.3. Periodic motion; 1.2.2. Transient motion; 1.2.3. Random motion; 1.2.3.1. Random process; 1.2.3.2. Time analysis; 1.2.3.3. Statistical analysis; 1.2.3.4. Power spectral densities; 1.3. Time domain and frequency domain; 1.3.1. Introduction; 1.3.2. The time domain; 1.3.3. The frequency domain; 1.4. Frequency Response Functions
1.4.1. Introduction1.4.2. Frequency Response Functions and responses; 1.4.3. The nature of excitations and responses; 1.4.4. The nature of Frequency Response Functions; 1.5. Equations of motion and solution; 1.5.1. Equations of motion; 1.5.2. Solution using the direct frequency approach; 1.5.3. Solution using the modal approach; 1.5.4. Modes and 1-DOF system; 1.6. Analysis and tests; Chapter 2. The Single-Degree-of-Freedom System; 2.1. Introduction; 2.2. The equation of motion and the solution in the frequency domain; 2.2.1. Equations of motion; 2.2.2. Motion without excitation 2.2.2.1. The conservative system2.2.2.2. Dissipative system; 2.2.3. Solution in the frequency domain; 2.2.4. Dynamic amplifications; 2.2.5. Response to a random excitation; 2.3. Time responses; 2.3.1. Response to unit impulse; 2.3.2. Response to a general excitation; 2.3.3. Response spectra; 2.4. Representation of the damping; 2.4.1. Viscous damping; 2.4.2. Structural damping; 2.4.3. Other representations; Chapter 3. Multiple-Degree-of-Freedom Systems; 3.1. Introduction; 3.2. Determining the structural matrices; 3.2.1. Introduction; 3.2.2. Local element matrices 3.2.3. Element matrices in global reference form3.2.4. Assembly of element matrices; 3.2.5. Linear constraints between DOF; 3.2.5.1. Introduction; 3.2.5.2. DOF elimination; 3.2.5.3. DOF introduction; 3.2.6. Excitation forces; 3.3. The finite element method; 3.3.1. Introduction; 3.3.2. The rod element; 3.3.3. Beam finite element in bending; 3.3.4. The complete beam finite element; 3.3.5. Excitation forces; 3.4. Industrial models; 3.4.1. Introduction; 3.4.2. The element types; 3.4.3. Linear constraints; 3.4.4. DOF management; 3.4.5. Rules for modeling and verification of the model 3.4.6. Industrial examples3.5. Solution by direct integration; 3.5.1. Introduction; 3.5.2. Example of explicit method; 3.5.3. Example of implicit method; Chapter 4. The Modal Approach; 4.1. Introduction; 4.2. Normal modes; 4.2.1. Introduction; 4.2.2. Free structures; 4.2.3. System static condensation; 4.2.4. Eigenvalue problem solution; 4.3. Mode superposition; 4.3.1. Introduction; 4.3.2. Equation of motion transformation; 4.3.3. Problem caused by the damping; 4.3.4. Frequency resolution; 4.4. From the frequency approach to the modal approach; Chapter 5. Modal Effective Parameters 5.1. Introduction |
| Record Nr. | UNINA-9910139521103321 |
Girard Alain
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural dynamics in industry [[electronic resource] /] / Alain Girard and Nicolas Roy
| Structural dynamics in industry [[electronic resource] /] / Alain Girard and Nicolas Roy |
| Autore | Girard Alain |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (451 p.) |
| Disciplina |
624.1/7
624.17 |
| Altri autori (Persone) | RoyNicolas |
| Collana | ISTE |
| Soggetto topico |
Structural dynamics - Mathematical models
Functional analysis Industrial buildings |
| ISBN |
1-282-16483-X
9786612164835 0-470-61091-3 0-470-39349-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Structural Dynamics in Industry; Table of Contents; Foreword; Preface; Introduction; Glossary; Chapter 1. General Introduction to Linear Analysis; 1.1. Introduction; 1.2. Motion types; 1.2.1. Sine motion; 1.2.1.1. Pure sine; 1.2.1.2. Swept sine; 1.2.1.3. Periodic motion; 1.2.2. Transient motion; 1.2.3. Random motion; 1.2.3.1. Random process; 1.2.3.2. Time analysis; 1.2.3.3. Statistical analysis; 1.2.3.4. Power spectral densities; 1.3. Time domain and frequency domain; 1.3.1. Introduction; 1.3.2. The time domain; 1.3.3. The frequency domain; 1.4. Frequency Response Functions
1.4.1. Introduction1.4.2. Frequency Response Functions and responses; 1.4.3. The nature of excitations and responses; 1.4.4. The nature of Frequency Response Functions; 1.5. Equations of motion and solution; 1.5.1. Equations of motion; 1.5.2. Solution using the direct frequency approach; 1.5.3. Solution using the modal approach; 1.5.4. Modes and 1-DOF system; 1.6. Analysis and tests; Chapter 2. The Single-Degree-of-Freedom System; 2.1. Introduction; 2.2. The equation of motion and the solution in the frequency domain; 2.2.1. Equations of motion; 2.2.2. Motion without excitation 2.2.2.1. The conservative system2.2.2.2. Dissipative system; 2.2.3. Solution in the frequency domain; 2.2.4. Dynamic amplifications; 2.2.5. Response to a random excitation; 2.3. Time responses; 2.3.1. Response to unit impulse; 2.3.2. Response to a general excitation; 2.3.3. Response spectra; 2.4. Representation of the damping; 2.4.1. Viscous damping; 2.4.2. Structural damping; 2.4.3. Other representations; Chapter 3. Multiple-Degree-of-Freedom Systems; 3.1. Introduction; 3.2. Determining the structural matrices; 3.2.1. Introduction; 3.2.2. Local element matrices 3.2.3. Element matrices in global reference form3.2.4. Assembly of element matrices; 3.2.5. Linear constraints between DOF; 3.2.5.1. Introduction; 3.2.5.2. DOF elimination; 3.2.5.3. DOF introduction; 3.2.6. Excitation forces; 3.3. The finite element method; 3.3.1. Introduction; 3.3.2. The rod element; 3.3.3. Beam finite element in bending; 3.3.4. The complete beam finite element; 3.3.5. Excitation forces; 3.4. Industrial models; 3.4.1. Introduction; 3.4.2. The element types; 3.4.3. Linear constraints; 3.4.4. DOF management; 3.4.5. Rules for modeling and verification of the model 3.4.6. Industrial examples3.5. Solution by direct integration; 3.5.1. Introduction; 3.5.2. Example of explicit method; 3.5.3. Example of implicit method; Chapter 4. The Modal Approach; 4.1. Introduction; 4.2. Normal modes; 4.2.1. Introduction; 4.2.2. Free structures; 4.2.3. System static condensation; 4.2.4. Eigenvalue problem solution; 4.3. Mode superposition; 4.3.1. Introduction; 4.3.2. Equation of motion transformation; 4.3.3. Problem caused by the damping; 4.3.4. Frequency resolution; 4.4. From the frequency approach to the modal approach; Chapter 5. Modal Effective Parameters 5.1. Introduction |
| Record Nr. | UNINA-9910830687503321 |
|
Girard Alain
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural dynamics in industry [[electronic resource] /] / Alain Girard and Nicolas Roy
| Structural dynamics in industry [[electronic resource] /] / Alain Girard and Nicolas Roy |
| Autore | Girard Alain |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (451 p.) |
| Disciplina |
624.1/7
624.17 |
| Altri autori (Persone) | RoyNicolas |
| Collana | ISTE |
| Soggetto topico |
Structural dynamics - Mathematical models
Functional analysis Industrial buildings |
| ISBN |
1-282-16483-X
9786612164835 0-470-61091-3 0-470-39349-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Structural Dynamics in Industry; Table of Contents; Foreword; Preface; Introduction; Glossary; Chapter 1. General Introduction to Linear Analysis; 1.1. Introduction; 1.2. Motion types; 1.2.1. Sine motion; 1.2.1.1. Pure sine; 1.2.1.2. Swept sine; 1.2.1.3. Periodic motion; 1.2.2. Transient motion; 1.2.3. Random motion; 1.2.3.1. Random process; 1.2.3.2. Time analysis; 1.2.3.3. Statistical analysis; 1.2.3.4. Power spectral densities; 1.3. Time domain and frequency domain; 1.3.1. Introduction; 1.3.2. The time domain; 1.3.3. The frequency domain; 1.4. Frequency Response Functions
1.4.1. Introduction1.4.2. Frequency Response Functions and responses; 1.4.3. The nature of excitations and responses; 1.4.4. The nature of Frequency Response Functions; 1.5. Equations of motion and solution; 1.5.1. Equations of motion; 1.5.2. Solution using the direct frequency approach; 1.5.3. Solution using the modal approach; 1.5.4. Modes and 1-DOF system; 1.6. Analysis and tests; Chapter 2. The Single-Degree-of-Freedom System; 2.1. Introduction; 2.2. The equation of motion and the solution in the frequency domain; 2.2.1. Equations of motion; 2.2.2. Motion without excitation 2.2.2.1. The conservative system2.2.2.2. Dissipative system; 2.2.3. Solution in the frequency domain; 2.2.4. Dynamic amplifications; 2.2.5. Response to a random excitation; 2.3. Time responses; 2.3.1. Response to unit impulse; 2.3.2. Response to a general excitation; 2.3.3. Response spectra; 2.4. Representation of the damping; 2.4.1. Viscous damping; 2.4.2. Structural damping; 2.4.3. Other representations; Chapter 3. Multiple-Degree-of-Freedom Systems; 3.1. Introduction; 3.2. Determining the structural matrices; 3.2.1. Introduction; 3.2.2. Local element matrices 3.2.3. Element matrices in global reference form3.2.4. Assembly of element matrices; 3.2.5. Linear constraints between DOF; 3.2.5.1. Introduction; 3.2.5.2. DOF elimination; 3.2.5.3. DOF introduction; 3.2.6. Excitation forces; 3.3. The finite element method; 3.3.1. Introduction; 3.3.2. The rod element; 3.3.3. Beam finite element in bending; 3.3.4. The complete beam finite element; 3.3.5. Excitation forces; 3.4. Industrial models; 3.4.1. Introduction; 3.4.2. The element types; 3.4.3. Linear constraints; 3.4.4. DOF management; 3.4.5. Rules for modeling and verification of the model 3.4.6. Industrial examples3.5. Solution by direct integration; 3.5.1. Introduction; 3.5.2. Example of explicit method; 3.5.3. Example of implicit method; Chapter 4. The Modal Approach; 4.1. Introduction; 4.2. Normal modes; 4.2.1. Introduction; 4.2.2. Free structures; 4.2.3. System static condensation; 4.2.4. Eigenvalue problem solution; 4.3. Mode superposition; 4.3.1. Introduction; 4.3.2. Equation of motion transformation; 4.3.3. Problem caused by the damping; 4.3.4. Frequency resolution; 4.4. From the frequency approach to the modal approach; Chapter 5. Modal Effective Parameters 5.1. Introduction |
| Record Nr. | UNINA-9910841070903321 |
|
Girard Alain
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||