Bracing VS shear wall
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This document compares bracing systems and shear walls in tall buildings using STAAD.pro software. It models a structure with ISA 65x65x10 beams, columns, and bracings, as well as an M25, Fe500 shear wall. The structure is loaded with 2 kN on two top nodes. The analysis found the top displacement to be 595.763 mm with bracings and 441.629 mm with a shear wall, showing shear walls provide better lateral stability in tall buildings.
Bracing VS shear wall
- 1. 28-Feb-2017 A TYPICAL COMPARISON OF BRACING SYSTEM WITH SHEAR WALL IN TALL BUIDINGS USING STAAD.PRO Harish Kant Soni IIT Kharagpur
- 2. Beam, column & bracings: - ISA 65 X 65 X 10 Shear-wall:- M25, Fe500 Load :- 2 kN on two-top nodes Geometry Displaced Shape Top displacement 595.763 mm 441.629 mm 1.157 mm 0.157 mm