Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659970530 ISBN 13: 9783659970535
Da: Revaluation Books, Exeter, Regno Unito
EUR 81,74
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Aggiungi al carrelloPaperback. Condizione: Brand New. 100 pages. 8.66x5.91x0.23 inches. In Stock.
Lingua: Inglese
Editore: LAP Lambert Academic Publishing, 2016
ISBN 10: 3659970530 ISBN 13: 9783659970535
Da: preigu, Osnabrück, Germania
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. Structural Performance Evaluation of an Existing RC Building by Non-linear Dynamic Analysis | Mohammadreza Khajehpour | Taschenbuch | 100 S. | Englisch | 2016 | LAP Lambert Academic Publishing | EAN 9783659970535 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.
Lingua: Inglese
Editore: LAP Lambert Academic Publishing Nov 2016, 2016
ISBN 10: 3659970530 ISBN 13: 9783659970535
Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
EUR 49,90
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Nonlinear dynamic analysis utilizes the combination of ground motion records with a detailed structural model, therefore is capable of producing results with relatively low uncertainty. In nonlinear dynamic analyses, the detailed structural model subjected to a ground-motion record produces estimates of component deformations for each degree of freedom in the model and the modal responses are combined using schemes such as the square-root-sum-of-squares. In this book, different analysis methods are explained and then Kasimpasa building that is located in Istanbul is performed by nonlinear dynamic analysis. For analyzing of this structure, seven different ground motion records are used and then elements damage zone were defined by 2007 Turkish earthquake code. 100 pp. Englisch.
Lingua: Inglese
Editore: LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659970530 ISBN 13: 9783659970535
Da: moluna, Greven, Germania
EUR 41,71
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Aggiungi al carrelloCondizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Khajehpour MohammadrezaMohammadreza Khajehpour graduated with BA degree on the department of Civil Engineering in Islamic Azad University and also got her MS.c degree in Structural engineering program from Istanbul Technical Universi.
Lingua: Inglese
Editore: LAP Lambert Academic Publishing Nov 2016, 2016
ISBN 10: 3659970530 ISBN 13: 9783659970535
Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
EUR 49,90
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Nonlinear dynamic analysis utilizes the combination of ground motion records with a detailed structural model, therefore is capable of producing results with relatively low uncertainty. In nonlinear dynamic analyses, the detailed structural model subjected to a ground-motion record produces estimates of component deformations for each degree of freedom in the model and the modal responses are combined using schemes such as the square-root-sum-of-squares. In this book, different analysis methods are explained and then Kasimpasa building that is located in Istanbul is performed by nonlinear dynamic analysis. For analyzing of this structure, seven different ground motion records are used and then elements damage zone were defined by 2007 Turkish earthquake code.Books on Demand GmbH, Überseering 33, 22297 Hamburg 100 pp. Englisch.
Lingua: Inglese
Editore: LAP Lambert Academic Publishing, 2016
ISBN 10: 3659970530 ISBN 13: 9783659970535
Da: AHA-BUCH GmbH, Einbeck, Germania
EUR 50,50
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Nonlinear dynamic analysis utilizes the combination of ground motion records with a detailed structural model, therefore is capable of producing results with relatively low uncertainty. In nonlinear dynamic analyses, the detailed structural model subjected to a ground-motion record produces estimates of component deformations for each degree of freedom in the model and the modal responses are combined using schemes such as the square-root-sum-of-squares. In this book, different analysis methods are explained and then Kasimpasa building that is located in Istanbul is performed by nonlinear dynamic analysis. For analyzing of this structure, seven different ground motion records are used and then elements damage zone were defined by 2007 Turkish earthquake code.