IJST volume 13, issue 06, P617-629 2020 DOI: 10.17485/ijst/2020/v13i06/149873 View full text
Abdul Mannan

Abstract: Objectives/methodology: In this study, a four-story frame structure is modelled using finite element software in two different conditions of infill and without infill masonry effects. A pushover analysis is carried out to assess the seismic response and building performance under three different loading conditions of modal, triangular, and uniform loading. The all-possible loadings in negative and positive directions have been applied and building response is measured. A performance capacity curve in terms of …

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