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Title: :  EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES
PaperId: :  11079
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 5 Issue 6 2019
DUI:    16.0415/IJARIIE-11079
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
W. Swaroop Sagar Gokul Institute of Technology And Sciences
Ch. Damodar Naidu Gokul Institute of Technology And Sciences

Abstract

CIVIL ENGINEERING
OMRF, SMRF, Response Reduction Factor, Pushover, Ductility
Moment resisting frames are commonly used as the dominant mode of lateral resisting system in seismic regions for a long time. The poor performance of Ordinary Moment Resisting Frame (OMRF) in past earthquakes suggested special design and detailing to warrant a ductile behavior in seismic zones of high earthquake (zone ITT, IV & V). Thus when a large earthquake occurs, Special Moment Resisting Frame (SMRF) which is specially detailed with a response reduction factor, R = 5 is expected to have superior ductility. The response reduction factor of 5 in SMRF reduces the design base shear and in such a case these building rely greatly on their ductile performance. To ensure ductile performance, this type of frames shall be detailed in a special manner recommended by IS 13920. The objective of the present study is to evaluate the R factors of these frames from their nonlinear base shear versus roof displacement curves (pushover curves) and to check its adequacy compared to code recommended R value. The accurate estimation of strength and displacement capacity of nonlinear pushover curves requires the confinement modeling of concrete as per an accepted confinement model. A review of various concrete confinement models is carried out to select appropriate concrete confinement model. It is found that modified Kent and Park model is an appropriate model and it is incorporated in the modeling of nonlinearity in concrete sections. The frames with number of storey’s 2, 4, 8, and 12 (with four bavs) are designed and detailed as SMRF and OMRF as per IS 1893 (2002). The pushover curves of each SMRF and OMRF frames are generated and converted to a bilinear format to calculate the behavior factors. The response reduction factors obtained show in general that both the OMRF and SMRF frames, failed to achieve the respective target values of response reduction factors recommended by IS 1893 (2002) marginally. The components of response reduction factors such as

Citations

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IJARIIE W. Swaroop Sagar , and Ch. Damodar Naidu . "EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES" International Journal Of Advance Research And Innovative Ideas In Education Volume 5 Issue 6 2019 Page 915-927
MLA W. Swaroop Sagar , and Ch. Damodar Naidu . "EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES." International Journal Of Advance Research And Innovative Ideas In Education 5.6(2019) : 915-927.
APA W. Swaroop Sagar , & Ch. Damodar Naidu . (2019). EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES. International Journal Of Advance Research And Innovative Ideas In Education, 5(6), 915-927.
Chicago W. Swaroop Sagar , and Ch. Damodar Naidu . "EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES." International Journal Of Advance Research And Innovative Ideas In Education 5, no. 6 (2019) : 915-927.
Oxford W. Swaroop Sagar , and Ch. Damodar Naidu . 'EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES', International Journal Of Advance Research And Innovative Ideas In Education, vol. 5, no. 6, 2019, p. 915-927. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/EFFECT_ON_RESPONSE_REDUCTION_FACTORS_FOR_RESISTING_MOMENT_IN__FRAMES_ijariie11079.pdf (Accessed : 17 May 2022).
Harvard W. Swaroop Sagar , and Ch. Damodar Naidu . (2019) 'EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES', International Journal Of Advance Research And Innovative Ideas In Education, 5(6), pp. 915-927IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/EFFECT_ON_RESPONSE_REDUCTION_FACTORS_FOR_RESISTING_MOMENT_IN__FRAMES_ijariie11079.pdf (Accessed : 17 May 2022)
IEEE W. Swaroop Sagar , and Ch. Damodar Naidu , "EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES," International Journal Of Advance Research And Innovative Ideas In Education, vol. 5, no. 6, pp. 915-927, Nov-Dec 2019. [Online]. Available: https://ijariie.com/AdminUploadPdf/EFFECT_ON_RESPONSE_REDUCTION_FACTORS_FOR_RESISTING_MOMENT_IN__FRAMES_ijariie11079.pdf [Accessed : 17 May 2022].
Turabian W. Swaroop Sagar , and Ch. Damodar Naidu . "EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 5 number 6 (17 May 2022).
Vancouver W. Swaroop Sagar , and Ch. Damodar Naidu . EFFECT ON RESPONSE REDUCTION FACTORS FOR RESISTING MOMENT IN FRAMES. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2019 [Cited : 17 May 2022]; 5(6) : 915-927. Available from: https://ijariie.com/AdminUploadPdf/EFFECT_ON_RESPONSE_REDUCTION_FACTORS_FOR_RESISTING_MOMENT_IN__FRAMES_ijariie11079.pdf
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