Safety of Building in Seismic Zone by using Steel Triangular Plate and Tapered Steel Energy Dissipaters |
Author(s): |
| Sujit Prakash Joge , Tulsiramji Gaikwad-Patil College of Engineering and Technology Nagpur, Maharashtra, India; Prof. Amey Khedikar, Tulsiramji Gaikwad-Patil College of Engineering and Technology Nagpur, Maharashtra, India |
Keywords: |
| Steel Triangular Plate, Tapered Steel Energy Dissipaters |
Abstract |
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Now days metallic energy dissipaters are more usual in structures. These dampers are often combination of some parallel steel plates. And with a bracing system, metallic dampers perform the role of absorption and energy dissipation. And by focusing on nonlinear behavior prevent non-linear behavior and damage in other major and minor structure parts. triangular and tapered shape metal dissipaters have a significant performance. These dampers have a high lateral stiffness, to providing damping. So, they were entitled as Additional Damping And Stiffness (ADAS). Seismic Analysis of G+15 story building is carried out with and without metallic dampers using Etabs V16. Two models of same parameters of G+15 story building are analyzed. The comparison between two buildings having G+15 storey. One without dampers and another with Triangular and Tapered Plate energy dissipaters. In one building we are using dissipaters such as steel triangular plate energy dissipater and tapered steel energy dissipater, while another one is usual. The height of each storey should be consider 3m. With a different loading condition how to behave a storey is to be analyze. |
Other Details |
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Paper ID: IJSRDV7I10136 Published in: Volume : 7, Issue : 1 Publication Date: 01/04/2019 Page(s): 312-315 |
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