SEISMIC RESPONSE OF GIB BRACE AND OTHER BRACE SYSTEM IN SOFT STOREY BUILDING- A REVIEW |
Author(s): |
Mr. Nisargkumar V. Patel |
Keywords: |
Soft Storey, Retrofit, RC Building, Gapped-Inclined Brace, Response Spectrum Analysis, Displacement, Storey Drift, Base Shear. |
Abstract |
over the past few decades, we can see that soft-storey mechanisms are generally undesirable for the seismic response of building structures. In this type building non-structural element and structural element are damaged. Recently a new bracing system called gapped inclined bracing is used to reduce the soft storey effect. Gapped incline bracing is providing at ground storey. This gapped inclined bracing resist the lateral force acting on soft storey building. And reduce the damage of the structure. Provide good performance in soft storey building. There for Gapped incline bracing compair with x-brace, v-brace and infill wall. And check the seismic parameter such as displacement, storey drift, base shear, p-∆ effect. Compare Gapped incline bracing with x-brace, v-brace, and invert v-brace at different length, angle and location. Make model of RCC building with G+5, G+10, G+15 and G+ 20 for different brace system. And analysis is done with response spectrum method in Etab software. |
Other Details |
Paper ID: IJSARTV Published in: Volume : 3, Issue : 3 Publication Date: 3/1/2017 |
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