| Titre : |
Structural dynamics : theory and computation |
| Type de document : |
texte imprimé |
| Auteurs : |
Mario Paz, Auteur |
| Mention d'édition : |
Third edition |
| Editeur : |
New York : Van Nostrand Reinhold |
| Année de publication : |
1991 |
| Importance : |
XX, 626 p. |
| Présentation : |
ill. |
| Format : |
24 cm |
| ISBN/ISSN/EAN : |
978-0-442-31894-9 |
| Note générale : |
Bibliogr. p. 617-620. - Index |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Structural dynamics
Constructions Dynamique |
| Index. décimale : |
624.042.8 Sollicitations dynamiques |
| Résumé : |
Solution, are provided for calculation of the responses to forces or motions exciting the structure. The new chapters in earthquake-resistant design of buildings describe the provisions of both the 1985 and 1988 versions of the UBC (Uniform Building Code) for the static lateral force method and for the dynamic lateral force method. Other revisions of the book include the presentation of the New mark beta method to obtain the time history response of dynamic systems, and the direct integration method in which the response is found assuming that the excitation function is linear for a specified time interval. A modifi cation of the dynamic condensation method, which has been developed re cently by the author for the reduction of eigenproblems, is presented in Chap ter 13. The proposed modification substantially reduces the numerical operation required in the implementation of the dynamic condensation method. The subjects in this new edition are organized in six parts. Part I deals with structures modeled as single degree-of-freedom systems. It introduces basic concepts and presents important methods for the solution of such dynamic systems. Part II introduces important concepts and methodology for multi degree-of-freedom systems through the use of structures modeled as shear buildings. Part III describes methods for the dynamic analysis of framed struc tures modeled as discrete systems with many degrees of freedom. |
| Note de contenu : |
Summary :
I: Structures Modeled as a Single Degree-of-Freedom System
1. Undamped Single Degree-of-Freedom Systems
2. Damped Single Degree-of-Freedom System
3. Response of One-Degree-of-Freedom System to Harmonic Loading
4. Response to General Dynamic Loading
5. Fourier Analysis and Response in the Frequency Domain
6. Generalized Coordinates and Rayleigh’s Method
7. Nonlinear Structural Response
8. Response Spectra
II: Structures Modeled as Shear Buildings
9. The Multistory Shear Building
10. Free Vibration of a Shear Building
11. Forced Motion of Shear Buildings
12. Damped Motion of Shear Buildings
13. Reduction of Dynamic Matrices
III: Framed Structures Modeled as Discrete Multidegree-of-Freedom Systems
14. Dynamic Analysis of Beams
15. Dynamic Analysis of Plane Frames
16. Dynamic Analysis of Grids
17. Three-Dimensional Frames
18. Dynamic Analysis of Trusses
19. Time History Response of Multidegree-of-Freedom Systems
IV: Structures Modeled with Distributed Properties
20. Dynamic Analysis of Systems with Distributed Properties
21. Discretization of Continuous Systems
V: Random Vibration
22. Random Vibration
VI: Earthquake Engineering
23 Equivalent Static Lateral Force Method: Uniform Building Code 1985
24 Equivalent Static Lateral Force Method: Uniform Building Code-1988
25 Dynamic Method: Uniform Bulding Code-1988 |
Structural dynamics : theory and computation [texte imprimé] / Mario Paz, Auteur . - Third edition . - New York : Van Nostrand Reinhold, 1991 . - XX, 626 p. : ill. ; 24 cm. ISBN : 978-0-442-31894-9 Bibliogr. p. 617-620. - Index Langues : Anglais ( eng)
| Mots-clés : |
Structural dynamics
Constructions Dynamique |
| Index. décimale : |
624.042.8 Sollicitations dynamiques |
| Résumé : |
Solution, are provided for calculation of the responses to forces or motions exciting the structure. The new chapters in earthquake-resistant design of buildings describe the provisions of both the 1985 and 1988 versions of the UBC (Uniform Building Code) for the static lateral force method and for the dynamic lateral force method. Other revisions of the book include the presentation of the New mark beta method to obtain the time history response of dynamic systems, and the direct integration method in which the response is found assuming that the excitation function is linear for a specified time interval. A modifi cation of the dynamic condensation method, which has been developed re cently by the author for the reduction of eigenproblems, is presented in Chap ter 13. The proposed modification substantially reduces the numerical operation required in the implementation of the dynamic condensation method. The subjects in this new edition are organized in six parts. Part I deals with structures modeled as single degree-of-freedom systems. It introduces basic concepts and presents important methods for the solution of such dynamic systems. Part II introduces important concepts and methodology for multi degree-of-freedom systems through the use of structures modeled as shear buildings. Part III describes methods for the dynamic analysis of framed struc tures modeled as discrete systems with many degrees of freedom. |
| Note de contenu : |
Summary :
I: Structures Modeled as a Single Degree-of-Freedom System
1. Undamped Single Degree-of-Freedom Systems
2. Damped Single Degree-of-Freedom System
3. Response of One-Degree-of-Freedom System to Harmonic Loading
4. Response to General Dynamic Loading
5. Fourier Analysis and Response in the Frequency Domain
6. Generalized Coordinates and Rayleigh’s Method
7. Nonlinear Structural Response
8. Response Spectra
II: Structures Modeled as Shear Buildings
9. The Multistory Shear Building
10. Free Vibration of a Shear Building
11. Forced Motion of Shear Buildings
12. Damped Motion of Shear Buildings
13. Reduction of Dynamic Matrices
III: Framed Structures Modeled as Discrete Multidegree-of-Freedom Systems
14. Dynamic Analysis of Beams
15. Dynamic Analysis of Plane Frames
16. Dynamic Analysis of Grids
17. Three-Dimensional Frames
18. Dynamic Analysis of Trusses
19. Time History Response of Multidegree-of-Freedom Systems
IV: Structures Modeled with Distributed Properties
20. Dynamic Analysis of Systems with Distributed Properties
21. Discretization of Continuous Systems
V: Random Vibration
22. Random Vibration
VI: Earthquake Engineering
23 Equivalent Static Lateral Force Method: Uniform Building Code 1985
24 Equivalent Static Lateral Force Method: Uniform Building Code-1988
25 Dynamic Method: Uniform Bulding Code-1988 |
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