Seismic Analysis of L-Shape G+12 RCC Building with X-Bracing in Distinct Pattern and Effective Location |
Author(s): |
| Suryakant Pandey , Government Engineering College Jagdalpur, Bastar, Chhattisgarh, India.; Mr. Aswin C.P., Assistant Professor, Department of Civil Engineering, Government Engineering College Jagdalpur, Bastar, Chhattisgarh, India. |
Keywords: |
| RCC Bracing, Seismic Behavior, Seismic Analysis, Peak Storey Shear, Base shear, Nodal Displacements, Maximum Bending Moment, The Total Quantity of Steel, The Total Volume of Concrete |
Abstract |
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There is a significant demand for large-scale high-rise apartment buildings in every city in this day and age of urbanisation, yet high-rise construction systems are exceedingly challenging to construct in any seismic zone due to the powerful and disruptive nature of seismic forces. Seismic forces provide the greatest danger of causing the most damage to high-rise structures. To fulfil this need, the Civil Engineering sector is continuously innovating new cutting-edge techniques. High-rise constructions are furnished with RCC or steel bracings to reduce the impacts of seismic and wind stresses. The major objective of this research is to establish the effective position and pattern of the RCC X-bracing system in an L-shaped multi-story building subjected to seismic forces. According to a prior reference study, X-bracing outperforms alternative bracing techniques. Analysis the seven types of frame models are taken – (1) Normal L-shape building without bracing, (2) X- bracing are provided at the face of L-shape building, (3) X-bracing are provided alternative pattern at the face of L-shape building from bottom to top floor, (4) X- bracing are provided zig-zag pattern at the face of L-shape building, (5) X-bracing are provided at the corner of L-shape building, (6) X-bracing are provided alternative pattern at the corner of L-shape building from bottom to the top floor, (7) X-bracing are provided zig-zag pattern at the corner of L-shape building. Developed and evaluated by response spectrum analysis method (Linear dynamic analysis) as per IS 1893-2000 using STAAD PRO V8i. In the present work G+12 storey, the L-shape frame structure is analyzed by using X-bracing. It is analyzed and the results of the Following Parameters are taken - (1) Peak storey shear, (2) Base shear, (3) Nodal displacement, (4) Maximum bending moment, (5) Total quantity of steel in the whole structure, (6) Total volume of concrete in the whole structure are evaluated and compared. |
Other Details |
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Paper ID: IJSRDV9I80062 Published in: Volume : 9, Issue : 8 Publication Date: 01/11/2021 Page(s): 158-166 |
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