Idioma: Inglés
Publicado por LAP LAMBERT Academic Publishing, 2011
ISBN 10: 3845443251 ISBN 13: 9783845443256
Librería: preigu, Osnabrück, Alemania
EUR 66,40
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Añadir al carritoTaschenbuch. Condición: Neu. Modeling of Reinforced Concrete Structures | Detailed Three-Dimensional Nonlinear Hybrid Simulation for the Analysis of Large-Scale Reinforced Concrete Structures | George Markou | Taschenbuch | 304 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783845443256 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.
Idioma: Inglés
Publicado por LAP LAMBERT Academic Publishing, 2011
ISBN 10: 3845443251 ISBN 13: 9783845443256
Librería: Mispah books, Redhill, SURRE, Reino Unido
EUR 174,41
Cantidad disponible: 1 disponibles
Añadir al carritoPaperback. Condición: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.
Publicado por Nicosia, 2003,, 2003
Librería: Harteveld Rare Books Ltd., Marly, Suiza
EUR 64,99
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Añadir al carritogr. in-8vo, 172 p., richement ill., brochure originale. Please notify before visiting to see a book. Prices are excl. VAT/TVA (only Switzerland) & postage.
Idioma: Inglés
Publicado por LAP LAMBERT Academic Publishing Sep 2011, 2011
ISBN 10: 3845443251 ISBN 13: 9783845443256
Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Alemania
EUR 79,00
Cantidad disponible: 2 disponibles
Añadir al carritoTaschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In this study, several numerical experiments are performed through the use of ReConAn Finite Element Analysis (FEA) software. These experiments involve the numerical assessment of the nonlinear behavior of reinforced concrete (RC) structures under limit state loading. The main objective of this research work, is the development of an object-oriented FEA code (ReConAn FEA), capable of easily incorporating advanced numerical techniques and modeling methods for the analysis of RC structures through the use of state-of-the-art programming techniques. An excessive literate and numerical research is presented on different methodologies and numerical methods used for the analysis of RC structures. This research reveals the advantages and disadvantages that each numerical method has, through which the proposed Hybrid modeling (HYMOD) approach derived. The HYMOD foresees the combination of beam and hexahedral elements so as to discretize the geometry of any RC building. This is performed in order to decrease the computational demands of the resulted numerical model but at the same time maintain the required numerical accuracy during the nonlinear solution procedure. 304 pp. Englisch.
Idioma: Inglés
Publicado por LAP LAMBERT Academic Publishing, 2011
ISBN 10: 3845443251 ISBN 13: 9783845443256
Librería: moluna, Greven, Alemania
EUR 63,42
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Markou GeorgeDr George Markou received his Ph.D. degree at the NTUA, Department of Civil Engineering, Jan 2011. His dissertation involved nonlinear modeling of reinforced concrete structures through the use of the finite element meth.
Idioma: Inglés
Publicado por LAP LAMBERT Academic Publishing Sep 2011, 2011
ISBN 10: 3845443251 ISBN 13: 9783845443256
Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemania
EUR 79,00
Cantidad disponible: 1 disponibles
Añadir al carritoTaschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -In this study, several numerical experiments are performed through the use of ReConAn Finite Element Analysis (FEA) software. These experiments involve the numerical assessment of the nonlinear behavior of reinforced concrete (RC) structures under limit state loading. The main objective of this research work, is the development of an object-oriented FEA code (ReConAn FEA), capable of easily incorporating advanced numerical techniques and modeling methods for the analysis of RC structures through the use of state-of-the-art programming techniques. An excessive literate and numerical research is presented on different methodologies and numerical methods used for the analysis of RC structures. This research reveals the advantages and disadvantages that each numerical method has, through which the proposed Hybrid modeling (HYMOD) approach derived. The HYMOD foresees the combination of beam and hexahedral elements so as to discretize the geometry of any RC building. This is performed in order to decrease the computational demands of the resulted numerical model but at the same time maintain the required numerical accuracy during the nonlinear solution procedure.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 304 pp. Englisch.
Idioma: Inglés
Publicado por LAP LAMBERT Academic Publishing, 2011
ISBN 10: 3845443251 ISBN 13: 9783845443256
Librería: AHA-BUCH GmbH, Einbeck, Alemania
EUR 79,00
Cantidad disponible: 1 disponibles
Añadir al carritoTaschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In this study, several numerical experiments are performed through the use of ReConAn Finite Element Analysis (FEA) software. These experiments involve the numerical assessment of the nonlinear behavior of reinforced concrete (RC) structures under limit state loading. The main objective of this research work, is the development of an object-oriented FEA code (ReConAn FEA), capable of easily incorporating advanced numerical techniques and modeling methods for the analysis of RC structures through the use of state-of-the-art programming techniques. An excessive literate and numerical research is presented on different methodologies and numerical methods used for the analysis of RC structures. This research reveals the advantages and disadvantages that each numerical method has, through which the proposed Hybrid modeling (HYMOD) approach derived. The HYMOD foresees the combination of beam and hexahedral elements so as to discretize the geometry of any RC building. This is performed in order to decrease the computational demands of the resulted numerical model but at the same time maintain the required numerical accuracy during the nonlinear solution procedure.