Seismic Assessment of R.C.C Frame Building using Pushover Analysis
Mohammed Salahuddin1, R G Nauman Khan2, Mohammed Moiz3, Mohammed Tosif Ahmed4
1Mohammed Salahuddin *, Civil Engineering, Lords College of Engineering , Hyderabad, India.
2R G Nauman Khan, Civil Engineering, Lords College of Engineering , Hyderabad, India.
3Mohammed Moiz, Civil Engineering, Lords college of Engineering , Hyderabad, India.
4Mohammed Tosif Ahmed, Civil Engineering, K.C.T college of Engineering , Kalaburagi, India.
Manuscript received on August 01, 2020. | Revised Manuscript received on August 05, 2020. | Manuscript published on September 30, 2020. | PP: 630-635 | Volume-9 Issue-3, September 2020. | Retrieval Number: 100.1/ijrte.C4523099320 | DOI: 10.35940/ijrte.C4523.099320
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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: India is a making country with an arrangement of structure practices and social and money related structure, which needs to build up its own special strategies for seismic danger appraisal. The latest decade has shown our lack in peril decline programs, during the couple of hurting seismic quakes. In view of this quake alone in India there was massive loss of life and property. After this troublesome adversity thought is by and by being given to the appraisal of the adequacy of solidarity in structures to contradict strong ground developments. After Bhuj seismic quake IS-1893 was revised and appropriated in the year 2002, going before this scene it was refreshed in 1984. The code was first conveyed in 1962 as ‘Recommendations for Earthquake Resistant Design of Structure’. The central reason behind the loss of life and property was inadequacy of learning of direct of structures during ground developments. The frailty of the structures against seismic development must be fundamentally inspected. The most preferred strategy for seismic evaluation is Inelastic static assessment or Pushover examination in view of its straightforwardness. Inelastic static examination frameworks join Capacity Spectrum Method, Displacement Coefficient Method and the Secant Method. In this examination we are looking over seismic execution of G+17 standard RCC structure. The structure has been surveyed using Pushover Analysis.
Keywords: Pushover Analysis, Nonlinear Static investigation, Performance point, Capacity bend.