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Soil Structure Interaction Effect On RRF Using Pushover Analysis - Softcover

 
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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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  • PublisherLAP LAMBERT Academic Publishing
  • Publication date2019
  • ISBN 10 6200316937
  • ISBN 13 9786200316936
  • BindingPaperback
  • LanguageEnglish
  • Number of pages60

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Bhargav Kansara
ISBN 10: 6200316937 ISBN 13: 9786200316936
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Taschenbuch. Condition: 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. Seller Inventory # 9786200316936

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Bhargav Kansara
Published by LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937 ISBN 13: 9786200316936
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Taschenbuch. Condition: 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. Seller Inventory # 9786200316936

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Published by LAP LAMBERT Academic Publishing, 2019
ISBN 10: 6200316937 ISBN 13: 9786200316936
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Condition: 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 . Seller Inventory # 385888279

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