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Analysis of G+20 RCC Bare Framed Structures with Different Types of Bracing Systems in Different Seismic Zones using Staad Pro V8I Software

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Figure

Fig 6.1.: conventional building plan with dimensions.
Fig 6.1.4: Building plan and 3D Isometric view of diagonal
Table-7.3.1: Conventional building results are compared with X brace & Diagonal frame building = (A-B)/A in +X & +Z direction for ZONE - III
Fig; 7.3.2.1 Reduced displacement results in +X & +Z direction for ZONE - IV
+4

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