Study Of Tall Buildings For Wind Induced Load Reduction By Corner Modification And Providing Large Openings

This Work Focuses On Evaluating Wind Pressure On High-Rise Structures With A Square Cross Section, Especially Investigating The Cumulative Effect Of Corner Changes And The Inclusion Of Significant Openings. Computational Fluid Dynamics (CFD) In ANSYS Workbench Is Used In Analysis Applied To Models Scaled At 1:100. The Major Openings Have Been Modified To Cover 10%, 20%, And 30% Of The Building’s Frontal Area; The Corners Of The Buildings Are Specifically Changed To Incorporate Chamfered And Recessed Corners. The Objective Is To Find How These Design Changes Affect The Pressure Distribution Across Several Building Model Faces As Well As The Aerodynamic Mean Pressure Coefficient (Cp). By Means Of Comparison Of These Findings, The Research Aims To Find The Arrangement That Reduces Structural Wind Load. The Study Essentially Investigates Creative Structural Changes That Might Efficiently Lower Wind-Induced Stress On High-Rise Buildings. Two Structural Changes Under Investigation For Their Possible To Disturb Wind Flow And Lower Pressure On The Surface Of The Building Are Recesses And Chamfered Corners Furthermore Investigated Is Changing The Size Of Significant Frontal Openings To See How These Gaps Might Reduce Wind Pressure By Letting Airflow Across The Construction Instead Of Around It. The Findings Of This Computational Fluid Dynamics (CFD) Research Are Vital Since They Guide The Design Of Tall Buildings To Efficiently Resist Wind Loads. By Means Of The Identification Of Corner Changes And Window Dimensions Resulting In The Least Wind Loads, Architects And Engineers Can Improve The Overall Strength And Durability Of Skyscrapers In Cities. By Offering Workable Solutions For The Problems Caused By Wind Loads On Tall Buildings, The Current Work Helps To Expand The Field Of Building Technology And Advances Safe And Sustainable Urban Environments.