A Nonlinear Static Research on A G+5 Storey Existing RC Structure Under Seismic Loading
V. Sai Kiran Kumar1, C. Mahalingam2, M. Shiva Rama Krishna3
1V. Sai Kiran Kumar, P.G Student, Vignan’s University, Guntur (Andhra Pradesh), India.
2C. Mahalingam, Assistant Professor, Vignan’s University, Guntur (Andhra Pradesh), India.
3M. Shiva Rama Krishna, Assistant Professor, Vignan’s University, Guntur (Andhra Pradesh), India.
Manuscript received on 22 July 2019 | Revised Manuscript received on 03 August 2019 | Manuscript Published on 10 August 2019 | PP: 1078-1082 | Volume-8 Issue-2S3 July 2019 | Retrieval Number: B12020782S319/2019©BEIESP | DOI: 10.35940/ijrte.B1202.0782S319
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: A six-story reinforced concrete structure area to a seismic hazard can be analyzed; as soon as the member has yielded, the plastic hinge will likely be used to symbolize the mode of failure in the beams and columns. The pushover analysis is carried out on constructing utilizing an identical static process from ETABS-2016 and IS 1893-2016. The analysis is regulated through efficiency-situated warmness engineering legal guidelines, even as an inelastic structural evaluation is combined with seismic hazard to calculate the expected seismic performance of the structure. The building’s basis shear v / s roof strain curve referred to as the pushover curve is an enormous consequence of pushover evaluation; nonlinear dynamic evaluation is carried out in both respects (X & Y). Default hinge facets to be had in precise packages are built-in for every member in step with FEMA-440(Federal Emergency management agency) and ATC-40(applied technology Council) for every member.
Keywords: Plastic Hinge, Pushover Analysis, ETABS, base Shear, FEMA-356, FEMA-440, ATC-40.
Scope of the Article: Seismic Evaluation of Building Nonstructural Components