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Title: :  COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS
PaperId: :  15636
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 7 Issue 6 2021
DUI:    16.0415/IJARIIE-15636
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
MANISH KHANDEIES UNIVERSITY
vikesh kumar mewadaIES UNIVERSITY

Abstract

STRUCTURE
IDA , SPA , Interstorey drift ratio , peak ground acceleration
Structures are designed to resist environmental forces such as lateral forces like wind and earthquake, along with vertical gravity loads such as dead and live loads. These forces are random and dynamic in nature. Response of the structures is dynamic which produces dangerous and difficult situations. Therefore, performance-based design and analysis of the structures is required which is attained by Incremental dynamic analysis (IDA) and static pushover analysis (SPA). Incremental dynamic analysis is reasonably precise and real responses of the structures from the specific considered seismic records are obtained by these methods. IDA includes implementation of numbers of non-linear dynamic analyses in which the intensities of seismic records selected for collapse study are incrementally amplified until the global collapse capacity of the building is achieved. In current study, incremental dynamic analysis of 8 story RC building used for commercial purpose is performed. IDA curve is developed with respect to peak ground acceleration (PGA). Performance levels of building. Yield and collapse should be described with respect of the PGA of the respected seismic records from IDA curves. Serviceability measure for interstorey drift ratio (IDR) specified by various seismic codes are checked by IDA. Structure susceptibility is found out that whether the structure can withstand the considered earthquakes or not are obtained by using incremental dynamic analysis. Serviceability measure for interstorey drift ratio (IDR) specified by various seismic codes are checked by IDA. Variation of deformation responses like displacement and story drift with the intensity of the considered earthquake are also studied with the increment in the intensity of that particular seismic record up to collapse of the building. Static push over analysis of 8 story RC building is also performed, from the static pushover analysis, plot of base shear versus roof displacement is plotted. From the plot, base-shear capacity of the building is obtained. Base shear capacity of that building is also attained by using IDA and capacity curves of base shear versus roof displacement from SPA is compared with that of IDA

Citations

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IJARIIE MANISH KHANDE, and vikesh kumar mewada. "COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS" International Journal Of Advance Research And Innovative Ideas In Education Volume 7 Issue 6 2021 Page 556-562
MLA MANISH KHANDE, and vikesh kumar mewada. "COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS." International Journal Of Advance Research And Innovative Ideas In Education 7.6(2021) : 556-562.
APA MANISH KHANDE, & vikesh kumar mewada. (2021). COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS. International Journal Of Advance Research And Innovative Ideas In Education, 7(6), 556-562.
Chicago MANISH KHANDE, and vikesh kumar mewada. "COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS." International Journal Of Advance Research And Innovative Ideas In Education 7, no. 6 (2021) : 556-562.
Oxford MANISH KHANDE, and vikesh kumar mewada. 'COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS', International Journal Of Advance Research And Innovative Ideas In Education, vol. 7, no. 6, 2021, p. 556-562. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/COMPARATIVE_STUDY_OF_SEISMIC_PERFORMANCE_OF_RC_FRAME_BY_STATIC_PUSHOVER_ANALYSIS_AND_INCREMENTAL_DYNAMIC_ANALYSIS_ijariie15636.pdf (Accessed : 01 March 2023).
Harvard MANISH KHANDE, and vikesh kumar mewada. (2021) 'COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS', International Journal Of Advance Research And Innovative Ideas In Education, 7(6), pp. 556-562IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/COMPARATIVE_STUDY_OF_SEISMIC_PERFORMANCE_OF_RC_FRAME_BY_STATIC_PUSHOVER_ANALYSIS_AND_INCREMENTAL_DYNAMIC_ANALYSIS_ijariie15636.pdf (Accessed : 01 March 2023)
IEEE MANISH KHANDE, and vikesh kumar mewada, "COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS," International Journal Of Advance Research And Innovative Ideas In Education, vol. 7, no. 6, pp. 556-562, Nov-Dec 2021. [Online]. Available: https://ijariie.com/AdminUploadPdf/COMPARATIVE_STUDY_OF_SEISMIC_PERFORMANCE_OF_RC_FRAME_BY_STATIC_PUSHOVER_ANALYSIS_AND_INCREMENTAL_DYNAMIC_ANALYSIS_ijariie15636.pdf [Accessed : 01 March 2023].
Turabian MANISH KHANDE, and vikesh kumar mewada. "COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 7 number 6 (01 March 2023).
Vancouver MANISH KHANDE, and vikesh kumar mewada. COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF RC FRAME BY STATIC PUSHOVER ANALYSIS AND INCREMENTAL DYNAMIC ANALYSIS. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2021 [Cited : 01 March 2023]; 7(6) : 556-562. Available from: https://ijariie.com/AdminUploadPdf/COMPARATIVE_STUDY_OF_SEISMIC_PERFORMANCE_OF_RC_FRAME_BY_STATIC_PUSHOVER_ANALYSIS_AND_INCREMENTAL_DYNAMIC_ANALYSIS_ijariie15636.pdf
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