Abdolhossein fallahi (3 résultats)
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Vendeur : preigu, Osnabrück, Allemagnepreigu
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EUR 66,50
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Taschenbuch. Etat : Neu. Earthquake Wave Simulation for Aseismic Check of a Structure | Simulation of earthquake wave for a nonlinear structure considering non-stationary characteristic of earthquake motion | Abdolhossein Fallahi (u. a.) | Taschenbuch | Englisch | LAP Lambert Academic Publishing | EAN 9783848487837 | Verantwortl…iche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Vendeur : moluna, Greven, Allemagnemoluna
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EUR 64,43
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Kartoniert / Broschiert. Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Fallahi AbdolhosseinDr. Abdolhossein Fallahi has obtained his PhD degree in Earthquake Engineering in 2004 from Kanazawa University, Japan. He has worked in Azarbaijan University of… Tarbiat Moallem (which recently renamed as Universi.
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Vendeur : AHA-BUCH GmbH, Einbeck, AllemagneAHA-BUCH GmbH
Contacter le vendeurVendeur avec une évaluation de 5 étoilesEtat: Neuf
EUR 79,95
EUR 61,44 expéditionExpédition depuis Allemagne vers Etats-UnisQuantité disponible : 2 disponible(s)
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This book is concerned with simulation of non-stationary wave for aseismic check of nonlinear structures, in which simulated earthquake, referred to as critical earthquake, causes greater response on a given nonlinear structure than that of…an observed record of an actual earthquake, referred to as target. The critical earthquake is simulated in such a way that satisfies amplitude and frequency restriction conditions. Critical earthquake is simulated by three numerical methods, all followed by an application on a given structure. In the first method, the simulation is carried out by modifying power spectral density (PSD) function of target at several consecutive time intervals. The modification of PSD function is dealt with the natural period of considered structure which might be prolonged at some time interval(s). The latter two methods based on drift of specified component(s) of non-stationary PSD function, which is determined using a narrow band filter, and multi-filter function of target to the peak acceleration time of target. The specified components correspond to and around the natural frequency of considered structure.
