The development in the computer application has helped the structural engineering field significantly, as the time and effort required decreased drastically with the development of software. The Non-Linear Time History Analysis (NL-THA) of seismic evaluation of a structure is precise, but tedious and requires a lot of data. Work is being done to develop Non-Linear Static Procedures (NSP) which can yield results close enough to those obtained from NL-THA procedure.The present study is based on Energy based pushover analysis (EBPOA), considering the effects of higher modes on the response of the structure.For the purpose of the study, a 3-bay 5-storey Reinforced Cement Concrete (RCC) framed building was modeled and analyzed using the EBPOA and Modal Pushover Analysis (MPA) procedures. The results were compared regarding the effects of higher modes of the building.In the study the Overturning moment (OTM), Storey drifts and base shear of the structure were studied and the results obtained were compared with those obtained from the MPA.
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The development in the computer application has helped the structural engineering field significantly, as the time and effort required decreased drastically with the development of software. The Non-Linear Time History Analysis (NL-THA) of seismic evaluation of a structure is precise, but tedious and requires a lot of data. Work is being done to develop Non-Linear Static Procedures (NSP) which can yield results close enough to those obtained from NL-THA procedure.The present study is based on Energy based pushover analysis (EBPOA), considering the effects of higher modes on the response of the structure.For the purpose of the study, a 3-bay 5-storey Reinforced Cement Concrete (RCC) framed building was modeled and analyzed using the EBPOA and Modal Pushover Analysis (MPA) procedures. The results were compared regarding the effects of higher modes of the building.In the study the Overturning moment (OTM), Storey drifts and base shear of the structure were studied and the results obtained were compared with those obtained from the MPA. 128 pp. Englisch. N° de réf. du vendeur 9783659255892
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Masood Ali ShaikShaik Masood Ali is currently working for a Multi National Designing cum Contracting firm, the scope of his work is design of Pre Engineered Steel buildings. He completed his bachelors of Engineering in the year 2009. N° de réf. du vendeur 5143487
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -The development in the computer application has helped the structural engineering field significantly, as the time and effort required decreased drastically with the development of software. The Non-Linear Time History Analysis (NL-THA) of seismic evaluation of a structure is precise, but tedious and requires a lot of data. Work is being done to develop Non-Linear Static Procedures (NSP) which can yield results close enough to those obtained from NL-THA procedure.The present study is based on Energy based pushover analysis (EBPOA), considering the effects of higher modes on the response of the structure.For the purpose of the study, a 3-bay 5-storey Reinforced Cement Concrete (RCC) framed building was modeled and analyzed using the EBPOA and Modal Pushover Analysis (MPA) procedures. The results were compared regarding the effects of higher modes of the building.In the study the Overturning moment (OTM), Storey drifts and base shear of the structure were studied and the results obtained were compared with those obtained from the MPA.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 128 pp. Englisch. N° de réf. du vendeur 9783659255892
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The development in the computer application has helped the structural engineering field significantly, as the time and effort required decreased drastically with the development of software. The Non-Linear Time History Analysis (NL-THA) of seismic evaluation of a structure is precise, but tedious and requires a lot of data. Work is being done to develop Non-Linear Static Procedures (NSP) which can yield results close enough to those obtained from NL-THA procedure.The present study is based on Energy based pushover analysis (EBPOA), considering the effects of higher modes on the response of the structure.For the purpose of the study, a 3-bay 5-storey Reinforced Cement Concrete (RCC) framed building was modeled and analyzed using the EBPOA and Modal Pushover Analysis (MPA) procedures. The results were compared regarding the effects of higher modes of the building.In the study the Overturning moment (OTM), Storey drifts and base shear of the structure were studied and the results obtained were compared with those obtained from the MPA. N° de réf. du vendeur 9783659255892
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Energy based pushover analysis of a building | considering the effects of higher modes | Shaik Masood Ali | Taschenbuch | 128 S. | Englisch | 2013 | LAP LAMBERT Academic Publishing | EAN 9783659255892 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 105596192
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