| Titre : | Structural dynamics : theory and computation |
| Auteurs : | Mario Paz, Auteur |
| Type de document : | texte imprimé |
| Mention d'édition : | Third edition |
| Editeur : | London ; New Jersey : Van Nostrand Reinhold, 1991 |
| ISBN/ISSN/EAN : | 978-0-442-31894-9 |
| Format : | XX, 626 p. / ill. / 24 cm |
| Note générale : | Bibliogr. p. 617-620. - Index |
| Langues : | Anglais |
| Index. décimale : | 624.042.8 (Sollicitations dynamiques) |
| Tags : | Structural dynamics Constructions Dynamique |
| 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 |
Exemplaires (1)
| Cote | Support | Localisation | Section | Disponibilité | Etat_Exemplaire |
|---|---|---|---|---|---|
| 624.042.8 PAZ | Papier | Bibliothèque Centrale | Génie Civil | Disponible | Consultation sur place |
