
Comparative Study on Overturning Moment and Eccentricity of A I-Shaped Building by Equivalent Lateral Force and Modal Response Spectrum Method Using ETABS Software
Author(s) -
Md. Tawheed Hasan,
Mobarak Hossain
Publication year - 2021
Publication title -
international journal of scientific research in science and technology
Language(s) - English
Resource type - Journals
eISSN - 2395-602X
pISSN - 2395-6011
DOI - 10.32628/ijsrst218262
Subject(s) - structural engineering , response spectrum , eccentricity (behavior) , moment (physics) , modal , software , modal analysis , spectrum (functional analysis) , engineering , physics , computer science , finite element method , classical mechanics , materials science , quantum mechanics , political science , law , polymer chemistry , programming language
Extended Three-Dimensional Analysis of Building System (ETABS) (version19) is a powerful software, used for building analysis and design. This software used for analysis purpose to this study. The study in this paper mainly strengthens on overturning moment and eccentricity of I-shaped fifteen storied building in both equivalent lateral force method and modal response spectrum method. The analyses are carried out as per ASCE7-16 and BNBC 2020 guidelines. It is observed that the overturning moment is approximately 11% greater in equivalent lateral force method than modal response spectrum method while in eccentricity approximately 2% greater in modal response spectrum method than equivalent lateral force method.