Analysis Of A Tall Structure Considering Shear Wall With Different Sections Of Openings Using Etabs

Abstract

High-rise Building Construction Is Becoming More And More Common In The Modern Period Due To Aesthetic Reasons And Land Scarcity. Lateral Forces Have A Greater Impact On Tall Structures.Shear Walls Are Typically Designed To Minimise The Cause Of Damage, Such As Seismic And Wind Loads. Structures Are Getting Thinner And More Prone To Swaying These Days, Making Them More Dangerous During Earthquakes. In The Past, Engineers And Researchers Have Designed Structures To Withstand Earthquakes.The Implementation Of Lateral Load-resisting Devices In Building Configuration Has Significantly Enhanced The Structure's Seismic Performance, According To Numerous Empirical Investigations. The Primary Purpose Of Shear Walls, Which Are Flexural Members, Is To Prevent High-rise Structures From Completely Collapsing Under Earthquake Pressures. In This Study, The G+10-story Building Is Analysed Utilising The Response Spectrum Method With ETABS 2016. By Altering The Opening's Location And Size, Five Distinct Models Are Examined. The Analysis Findings Of Each Model Are Compared, And The Most Appropriate Opening Position Is Determined. The Structure Is Examined For Type 2 Soil Conditions And Seismic Zone V. Story Shear, Maximum Displacement, And Story Drift Are The Results That Are Compared.

Keywords