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Author(s):

Sunil Chauhan | Praveen Ghidode
Keywords:

Composite Shear Walls, Storey Drift, Storey Stiffness, Time History Analysis.
Abstract:
A Shear Wall Is The Main Goal Of Structural Design For High-rise Buildings Subjected To Seismic Loads. Shear Wall Systems Are The Most Suitable Technique For Lateral Load Resistance. Steel Plate Shear Walls And Traditional Reinforced Concrete Shear Walls Are Utilised All Over The World To Withstand Seismic And Wind Loads. Composite Columns, Beams, And Slabs Have Just Recently Begun To Be Used In The Industry, Which Has Adopted Composite Construction Techniques. Given Its Benefits Over Steel And Reinforced Concrete Shear Walls, Research On Composite Shear Walls Has Recently Attracted More Attention. Combined Shear Walls Are A Good Technique For Earthquake-resistant Structures Because They Provide Improved Stiffness And Ductility, Reduce Dead Load And Wall Thickness, Improve Structural Response, And Save Construction Time And Expense, Among Other Benefits. The Researches Conducted On The Seismic Behaviour Of Shear Walls In Multistory Buildings Utilising A Variety Of Methodologies Are Reviewed In This Study. The Performance Of Various Composite Shear Wall Types About Reinforced And Composite Shear Walls Was The Primary Focus Of The Research.