Structural Dynamics: Theory and Computation
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...
Gespeichert in:
| Beteilige Person: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | Englisch |
| Veröffentlicht: |
Boston, MA
Springer US
1991
|
| Ausgabe: | Third Edition |
| Schlagwörter: | |
| Links: | https://doi.org/10.1007/978-1-4615-7918-2 https://doi.org/10.1007/978-1-4615-7918-2 |
| Zusammenfassung: | 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 |
| Umfang: | 1 Online-Ressource (XX, 628 p) |
| ISBN: | 9781461579182 |
| DOI: | 10.1007/978-1-4615-7918-2 |
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| 520 | |a 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 | ||
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Datensatz im Suchindex
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| any_adam_object | |
| author | Paz, Mario |
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| author_role | aut |
| author_sort | Paz, Mario |
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| building | Verbundindex |
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| collection | ZDB-2-ENG |
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| dewey-full | 620.1 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
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| dewey-sort | 3620.1 |
| dewey-tens | 620 - Engineering and allied operations |
| doi_str_mv | 10.1007/978-1-4615-7918-2 |
| edition | Third Edition |
| format | Electronic eBook |
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| id | DE-604.BV045185327 |
| illustrated | Not Illustrated |
| indexdate | 2024-12-20T18:20:09Z |
| institution | BVB |
| isbn | 9781461579182 |
| language | English |
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| spelling | Paz, Mario Verfasser aut Structural Dynamics Theory and Computation by Mario Paz Third Edition Boston, MA Springer US 1991 1 Online-Ressource (XX, 628 p) txt rdacontent c rdamedia cr rdacarrier 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 Engineering Structural Mechanics Fourier Analysis Engineering, general Fourier analysis Structural mechanics Strukturdynamik (DE-588)4226174-0 gnd rswk-swf Baukonstruktion (DE-588)4004821-4 gnd rswk-swf Baudynamik (DE-588)4796826-6 gnd rswk-swf Dynamische Belastung (DE-588)4121153-4 gnd rswk-swf Technische Mechanik (DE-588)4059231-5 gnd rswk-swf Dynamische Belastung (DE-588)4121153-4 s Strukturdynamik (DE-588)4226174-0 s 1\p DE-604 Technische Mechanik (DE-588)4059231-5 s 2\p DE-604 Baukonstruktion (DE-588)4004821-4 s 3\p DE-604 Baudynamik (DE-588)4796826-6 s 4\p DE-604 Erscheint auch als Druck-Ausgabe 9781461579205 https://doi.org/10.1007/978-1-4615-7918-2 Verlag URL des Erstveröffentlichers Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 3\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 4\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Paz, Mario Structural Dynamics Theory and Computation Engineering Structural Mechanics Fourier Analysis Engineering, general Fourier analysis Structural mechanics Strukturdynamik (DE-588)4226174-0 gnd Baukonstruktion (DE-588)4004821-4 gnd Baudynamik (DE-588)4796826-6 gnd Dynamische Belastung (DE-588)4121153-4 gnd Technische Mechanik (DE-588)4059231-5 gnd |
| subject_GND | (DE-588)4226174-0 (DE-588)4004821-4 (DE-588)4796826-6 (DE-588)4121153-4 (DE-588)4059231-5 |
| title | Structural Dynamics Theory and Computation |
| title_auth | Structural Dynamics Theory and Computation |
| title_exact_search | Structural Dynamics Theory and Computation |
| title_full | Structural Dynamics Theory and Computation by Mario Paz |
| title_fullStr | Structural Dynamics Theory and Computation by Mario Paz |
| title_full_unstemmed | Structural Dynamics Theory and Computation by Mario Paz |
| title_short | Structural Dynamics |
| title_sort | structural dynamics theory and computation |
| title_sub | Theory and Computation |
| topic | Engineering Structural Mechanics Fourier Analysis Engineering, general Fourier analysis Structural mechanics Strukturdynamik (DE-588)4226174-0 gnd Baukonstruktion (DE-588)4004821-4 gnd Baudynamik (DE-588)4796826-6 gnd Dynamische Belastung (DE-588)4121153-4 gnd Technische Mechanik (DE-588)4059231-5 gnd |
| topic_facet | Engineering Structural Mechanics Fourier Analysis Engineering, general Fourier analysis Structural mechanics Strukturdynamik Baukonstruktion Baudynamik Dynamische Belastung Technische Mechanik |
| url | https://doi.org/10.1007/978-1-4615-7918-2 |
| work_keys_str_mv | AT pazmario structuraldynamicstheoryandcomputation |