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Titlebook: Structural Dynamics; Theory and Computati Mario Paz Book 19913rd edition Springer Science+Business Media New York 1991 Textbook adopted.dyn

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发表于 2025-3-21 16:33:58 | 显示全部楼层 |阅读模式
书目名称Structural Dynamics
副标题Theory and Computati
编辑Mario Paz
视频video
概述Is interesting as well as scholarly and encourages the reader to continue rather than to put it down
图书封面Titlebook: Structural Dynamics; Theory and Computati Mario Paz Book 19913rd edition Springer Science+Business Media New York 1991 Textbook adopted.dyn
描述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 a
出版日期Book 19913rd edition
关键词Textbook adopted; dynamics; engine; structural dynamics
版次3
doihttps://doi.org/10.1007/978-1-4684-9907-0
isbn_ebook978-1-4684-9907-0
copyrightSpringer Science+Business Media New York 1991
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Book 19913rd editionic 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 a
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Mittelpunkt, da sie zum Verständnis der Bedingungen von Beziehungen zwischen verschiedenen Subjekten beitragen können. Schließlich wird im letzten Teil die Theorie intersubjektiver Anerkennung im Hinblick auf die Funktionen des Bildungssystems, vor allem auf die Probleme der Selektionsfunktion, diskutiert.
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Undamped Single Degree-of-Freedom Systemnd satisfactory results from the point of view of safety and economy. The link between the real physical system and the mathematically feasible solution is provided by the . which is the symbolic designation for the substitute idealized system including all the assumptions imposed on the physical problem.
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Reduction of Dynamic Matricesonding eigenproblem to determine natural frequencies and modal shapes will be difficult and, in addition, expensive. In such cases it is desirable to reduce the size of these matrices in order to make the solution of the eigenproblem more manageable and economical. Such reduction is referred to as ..
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