Seismic
Evaluation and Comparision of Plan Irregular and Plan Irregular Soft Storey
Building with Cross Bracing and Shear Wall System
Sachin
Kulkarni1, Yogeendra.R.H. G2
1P.G. Student, Department of Civil Engineering,
Government Engineering College, Haveri, Karnataka, India
2Asst Professor, Department of Civil Engineering,
Government Engineering College, Haveri, Karnataka, India
Abstract— Generally improvement
of reinforcement concrete frame structures against lateral loading is shearwall
and cross bracing system. The use of cross bracing and shearwall has advantage
over other scheme like higher stiffness, strength, and adds much less weight to
existing structure. The seismic analysis of reinforced concrete G+6,G+12,G+18
buildings with Cross bracing and
shearwall is studied. The cross bracing is provided at the outer peripheral
columns. The building models are analyzed by nonlinear push over analysis
method using Etabs software. The main parameters compared are the buildings are
lateral displacement, base shear, storey drift, storey, axial force shear and
natural time period.
Keywords— Cross
bracing , Shearwall , Soft storey, Push over analysis.