Analysis of multi-story buildings with hybrid shear wall: steel bracing structural system

Numerous studies were contemplated on the structures with distinctive structural configuration and ample amount of work is currently being performed through investigation response individual behavior shear walls bracings by varying configurations their material properties. Seismic design philosophies had mentioned firmly that a structure must accomplish Life Safety Performance Level for both reinforced concrete steel structures. This study anchored prevailing lateral load resisting system which virtuous but not adequate to retain vigorous ground motion or acceleration. To overwhelm this problem, an attempt was made familiarize new formulated amalgamation two different existing systems, specifically bracings. The hybrid embraces techniques, walls, moment-resisting frame. A numerical finite element carried out linear dynamic method subjected seismic condition optimal patterns assured using numerous possible element-based software. criteria including time period, base shear, overturning moment, story drift ratio, displacement are compared models concluded based upon recital. comparative results revealed there reduction noticed in fundamental displacement, where as negligible increment moment other configurated models.