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Capacity Assessment of RC frame Structures in Different Seismic Region: Brief about Pushover Analysis and Incremental Dynamic Analysis - Tapa blanda

 
9783330324633: Capacity Assessment of RC frame Structures in Different Seismic Region: Brief about Pushover Analysis and Incremental Dynamic Analysis

Sinopsis

For seismic analysis of the structure, the demand and the capacity of the structure plays an important role. There are so many evolved methods that evaluate the seismic capacity and demand of the structure for different seismic excitation. One of the common methods used for evaluation of the capacity of the structure is incremental dynamic analysis. Nowadays, Incremental Dynamic Analysis (IDA) is emerging as an accurate tool to estimate the capacity of the structure. It involves subjecting a structural model to a number of ground-motion records, each scaled to low severity to high severity. Still, this analysis requires a large number of inelastic time history analysis. Because of the complexity of the IDA analysis, generally IDA is done on simple model like SDOF. However, the exact response of the structure cannot be determined by the nonlinear time history analysis, incremental dynamic analysis is found to be more reliable and efficient.

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Reseña del editor

For seismic analysis of the structure, the demand and the capacity of the structure plays an important role. There are so many evolved methods that evaluate the seismic capacity and demand of the structure for different seismic excitation. One of the common methods used for evaluation of the capacity of the structure is incremental dynamic analysis. Nowadays, Incremental Dynamic Analysis (IDA) is emerging as an accurate tool to estimate the capacity of the structure. It involves subjecting a structural model to a number of ground-motion records, each scaled to low severity to high severity. Still, this analysis requires a large number of inelastic time history analysis. Because of the complexity of the IDA analysis, generally IDA is done on simple model like SDOF. However, the exact response of the structure cannot be determined by the nonlinear time history analysis, incremental dynamic analysis is found to be more reliable and efficient.

Biografía del autor

Vinay Shimpi - Assistant Professor in Department of Civil Engineering at Chouksey Engineering College, Bilaspur. He obtained his M.tech in field of Structural Engineering from National Institute of Technology Raipur. His research interest are seismic analysis of structures, finite element analysis, behavior of structures.

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Vinay Shimpi|Govardhan Bhat
Publicado por LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330324635 ISBN 13: 9783330324633
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Shimpi VinayVinay Shimpi - Assistant Professor in Department of Civil Engineering at Chouksey Engineering College, Bilaspur. He obtained his M.tech in field of Structural Engineering from National Institute of Technology Raipur. His . Nº de ref. del artículo: 151238027

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Vinay Shimpi
ISBN 10: 3330324635 ISBN 13: 9783330324633
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -For seismic analysis of the structure, the demand and the capacity of the structure plays an important role. There are so many evolved methods that evaluate the seismic capacity and demand of the structure for different seismic excitation. One of the common methods used for evaluation of the capacity of the structure is incremental dynamic analysis. Nowadays, Incremental Dynamic Analysis (IDA) is emerging as an accurate tool to estimate the capacity of the structure. It involves subjecting a structural model to a number of ground-motion records, each scaled to low severity to high severity. Still, this analysis requires a large number of inelastic time history analysis. Because of the complexity of the IDA analysis, generally IDA is done on simple model like SDOF. However, the exact response of the structure cannot be determined by the nonlinear time history analysis, incremental dynamic analysis is found to be more reliable and efficient. 152 pp. Englisch. Nº de ref. del artículo: 9783330324633

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Vinay Shimpi
Publicado por LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330324635 ISBN 13: 9783330324633
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Librería: AHA-BUCH GmbH, Einbeck, Alemania

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Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - For seismic analysis of the structure, the demand and the capacity of the structure plays an important role. There are so many evolved methods that evaluate the seismic capacity and demand of the structure for different seismic excitation. One of the common methods used for evaluation of the capacity of the structure is incremental dynamic analysis. Nowadays, Incremental Dynamic Analysis (IDA) is emerging as an accurate tool to estimate the capacity of the structure. It involves subjecting a structural model to a number of ground-motion records, each scaled to low severity to high severity. Still, this analysis requires a large number of inelastic time history analysis. Because of the complexity of the IDA analysis, generally IDA is done on simple model like SDOF. However, the exact response of the structure cannot be determined by the nonlinear time history analysis, incremental dynamic analysis is found to be more reliable and efficient. Nº de ref. del artículo: 9783330324633

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Vinay Shimpi
ISBN 10: 3330324635 ISBN 13: 9783330324633
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Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -For seismic analysis of the structure, the demand and the capacity of the structure plays an important role. There are so many evolved methods that evaluate the seismic capacity and demand of the structure for different seismic excitation. One of the common methods used for evaluation of the capacity of the structure is incremental dynamic analysis. Nowadays, Incremental Dynamic Analysis (IDA) is emerging as an accurate tool to estimate the capacity of the structure. It involves subjecting a structural model to a number of ground-motion records, each scaled to low severity to high severity. Still, this analysis requires a large number of inelastic time history analysis. Because of the complexity of the IDA analysis, generally IDA is done on simple model like SDOF. However, the exact response of the structure cannot be determined by the nonlinear time history analysis, incremental dynamic analysis is found to be more reliable and efficient.Books on Demand GmbH, Überseering 33, 22297 Hamburg 152 pp. Englisch. Nº de ref. del artículo: 9783330324633

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Shimpi, Vinay/ Bhat, Govardhan
Publicado por LAP LAMBERT Academic Publishing, 2017
ISBN 10: 3330324635 ISBN 13: 9783330324633
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Paperback. Condición: Brand New. 152 pages. 8.66x5.91x0.35 inches. In Stock. Nº de ref. del artículo: 3330324635

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