Design and Analysis of Multi Storeyed Residential Building in Different Seismic Zones

Maximum Bending moment, shear force, support reactions are found to be increasing with the increasing in seismic

The base shear, lateral force, story shear, maximum story displacement and overturning moment are increased.in both directions (i.e., X & Y) as the seismic zone

Keywords - Vertical Irregularity, Storey drift, Storey Shear, Seismic Analysis ,Base Shear, Torsion, Axial Forces, Mass Irregularity, Bending Moment.. These structures

1) As the height of the building frame is increases, the values of maximum beam end force (Shear-Y in beam - KN) & (Moment-.. 3) In Seismic Zone - 2, Seismic Zone - 3

Comparison of variations in bending moment, shear force, axial force, displacement and area of steel in beams for the actual model and typical site case considered are as shown

Response spectrum function is used to study the difference in behavior of the models under three seismic zones (i.e. Zone III, IV & V) and comparison is made on base shear,

Storey shear has maximum values in all cases in irregular building as compared to regular structure due to earthquake forces in seismic zones. Displacement in X and Y

Keywords: Nonlinear static analysis, Seismic zones, Shear wall, Pushover analysis, Linear dynamic analysis, Irregular structure, Seismic coefficients, Seismic