Open AccessResponse Reduction Factor For Different Heights of RC Structure
Author(s) -
A. V. Sai Veda,
Gagan Kumar,
Atulkumar Manchalwar
Publication year - 2019
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.b6638.129219
Subject(s) - reduction (mathematics) , structural engineering , strength reduction , ductility (earth science) , frame (networking) , seismic analysis , work (physics) , factor (programming language) , software , reinforced concrete , geology , geotechnical engineering , computer science , mathematics , engineering , materials science , geometry , finite element method , composite material , mechanical engineering , creep , programming language
Seismic analysis is considered as an important parameter for any structural design. The strength and ductility of frame members in seismic design depends on the response reduction factor. In this paper four symmetrically framed structures are considered of different heights under the critical zone condition. The primary emphases of this work is regarding calculation of response reduction factor values attained from designing RC framed structures. The results are computed by applying non-linear static pushover analysis. SAP-2000 software is used for analyzing the non-linear behaviour of the structure.