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Using Steel Triangular Plate Energy Dissipater and Tapered Steel Energy Dissipater Devices for Safety of Building in Seismic Zone - A Review

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:

Seismic Analysis, ETABS, Energy Dissipater

Abstract

The metallic dampers are more common. These dampers are often created by some parallel steel plates. And in combination with a bracing system, they undertake the role of absorption and energy dissipation. This part of bracing can acts as a fuse in structure. And by focusing on nonlinear behavior prevent non-linear behavior and damage in other major and minor structure parts. X-shaped metal dampers have a significant performance. These dampers have a high lateral stiffness, in addition to providing damping. So, they were entitled as Added Damping & 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. One without dampers and another with Triangular and Tapered Plate energy dissipaters. The comparison between two buildings having G+15 storey. 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

Paper ID: IJSRDV6I90335
Published in: Volume : 6, Issue : 9
Publication Date: 01/12/2018
Page(s): 520-522

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