Wednesday, 2 September 2015

Seismic Evaluation and Comparision of Plan Irregular and Plan Irregular Soft Storey Building with Cross Bracing and Shear Wall System



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.

No comments:

Post a Comment

Engineering Journal: May 2018

Analysis on the junction point’s stress located at considering fluid-solid coupling effects for support arm under different wall thickness ...