Now-a-days, the architects often prohibit the widths of the columns so that more free space is available and for the good aesthetic look of the building without columns protruding out of the walls and corners. Advances in structural members and techniques to resist lateral forces are generally used now days to pretend more stable and safe structure. Solid structures with non-rectangular uncommonly formed flimsy segments discovered as an option in contrast to the above said issue and it is discovered that non-rectangular uniquely molded dainty segments performs well basically with all investigation results inside satisfactory cutoff points. In present work with the end goal to contrast fortified solid structure using traditional columns against structure designed with special shaped columns considering seismic loads on G+12 multi-story building having plan measurement 63.20 m x 29.50 m is displayed and dissected in ETABS (2018) adaptation coordinated building outline programming. Proportionate static investigation and dynamic reaction range examination are performed on the structure.
Structural stability, analysis, software, columns, lateral forces
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