NAVRACHANA UNIVERSITY

Pushover analysis on plan irregular buildings

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dc.contributor.author Patel, Nirav
dc.contributor.author Chaudhary, Jagat
dc.contributor.author Shah, Moksha
dc.date.accessioned 2021-09-30T10:01:16Z
dc.date.available 2021-09-30T10:01:16Z
dc.date.issued 2019-05
dc.identifier.issn 2349-5162
dc.identifier.uri http://27.109.7.66:8080/xmlui/handle/123456789/690
dc.description © 2019 JETIR May 2019, Volume 6, Issue 5, P. 226-231 en_US
dc.description.abstract The generalized non-linear static analysis procedure characterized by use of a static pushover analysis method to represent the structure’s lateral forces resisting capacity is used in this study. For pushover analysis different shapes of building have been considered like square shape, rectangular shape, L shape, T shape, H shape, plus shape and C shape with constant floor area as 900 m2 . The capacity spectrum graph is plotted for push x and push y from where performance point is found for each building for 15 storey building and is located in seismic zone five using sap2000 software. The graph is plotted shear force vs. shape of building, displacement vs. shape of building, spectral displacement vs. shape of building and spectral acceleration vs. shape of building and from this the best shape of building is evaluated. en_US
dc.language.iso en en_US
dc.publisher Journal of Emerging Technologies and Innovative Research (JETIR) en_US
dc.subject Pushover Analysis en_US
dc.subject Capacity Curve en_US
dc.subject Displacement en_US
dc.subject Acceleration en_US
dc.subject Base Shear en_US
dc.title Pushover analysis on plan irregular buildings en_US
dc.type Article en_US


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