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Sinopsis
In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of soil using sap2000 software. The evaluation of response modification factor is done using static nonlinearpushover analysis. Pushover analysis is an advanced tool to carry out static nonlinear analysis of framed structures. The response reduction factor (R) is depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR).Value of R for reinforced concrete structure depends on the type of framing system. Proposed IS 1893 draft classifies framing into three categories i.e. 1) Ordinary Moment Resisting Frame (OMRF), 2) Intermediate Moment Resisting Frame (IMRF), and 3) Special Moment Resisting Frame (SMRF).The pushover curve which is a plot of base shear versus roof displacement, gives the actualcapacityof the structure in the non linear range.
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In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of soil using sap2000 software. The evaluation of response modification factor is done using static nonlinearpushover analysis. Pushover analysis is an advanced tool to carry out static nonlinear analysis of framed structures. The response reduction factor (R) is depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR).Value of R for reinforced concrete structure depends on the type of framing system. Proposed IS 1893 draft classifies framing into three categories i.e. 1) Ordinary Moment Resisting Frame (OMRF), 2) Intermediate Moment Resisting Frame (IMRF), and 3) Special Moment Resisting Frame (SMRF).The pushover curve which is a plot of base shear versus roof displacement, gives the actualcapacityof the structure in the non linear range.
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
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LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
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LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
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LAP LAMBERT Academic Publishing Sep 2019, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Alemania
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of soil using sap2000 software. The evaluation of response modification factor is done using static nonlinearpushover analysis. Pushover analysis is an advanced tool to carry out static nonlinear analysis of framed structures. The response reduction factor (R) is depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR).Value of R for reinforced concrete structure depends on the type of framing system. Proposed IS 1893 draft classifies framing into three categories i.e. 1) Ordinary Moment Resisting Frame (OMRF), 2) Intermediate Moment Resisting Frame (IMRF), and 3) Special Moment Resisting Frame (SMRF).The pushover curve which is a plot of base shear versus roof displacement, gives the actualcapacityof the structure in the non linear range. 60 pp. Englisch. Nº de ref. del artículo: 9786200316936
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
Publicado por
LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
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Librería: Biblios, Frankfurt am main, HESSE, Alemania
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
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LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
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Librería: moluna, Greven, Alemania
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Kansara BhargavBhargav KansaraRK University, Rajkot.In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of . Nº de ref. del artículo: 385888279
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
Publicado por
LAP LAMBERT Academic Publishing Sep 2019, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
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Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemania
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Taschenbuch. Condición: Neu. Neuware -In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of soil using sap2000 software. The evaluation of response modification factor is done using static nonlinearpushover analysis. Pushover analysis is an advanced tool to carry out static nonlinear analysis of framed structures. The response reduction factor (R) is depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR).Value of R for reinforced concrete structure depends on the type of framing system. Proposed IS 1893 draft classifies framing into three categories i.e. 1) Ordinary Moment Resisting Frame (OMRF), 2) Intermediate Moment Resisting Frame (IMRF), and 3) Special Moment Resisting Frame (SMRF).The pushover curve which is a plot of base shear versus roof displacement, gives the actualcapacityof the structure in the non linear range.Books on Demand GmbH, Überseering 33, 22297 Hamburg 60 pp. Englisch. Nº de ref. del artículo: 9786200316936
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Soil Structure Interaction Effect On RRF Using Pushover Analysis
Publicado por
LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937
ISBN 13: 9786200316936
Nuevo
Taschenbuch
Librería: AHA-BUCH GmbH, Einbeck, Alemania
Calificación del vendedor: 5 de 5 estrellas
Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of soil using sap2000 software. The evaluation of response modification factor is done using static nonlinearpushover analysis. Pushover analysis is an advanced tool to carry out static nonlinear analysis of framed structures. The response reduction factor (R) is depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR).Value of R for reinforced concrete structure depends on the type of framing system. Proposed IS 1893 draft classifies framing into three categories i.e. 1) Ordinary Moment Resisting Frame (OMRF), 2) Intermediate Moment Resisting Frame (IMRF), and 3) Special Moment Resisting Frame (SMRF).The pushover curve which is a plot of base shear versus roof displacement, gives the actualcapacityof the structure in the non linear range. Nº de ref. del artículo: 9786200316936
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