Performance Of SMRF With Visco-elastic Damper in High Seismicity Region

Kiran Patil; Chetan Patil

Performance Of SMRF With Visco-elastic Damper in High Seismicity Region

Authors: Kiran Patil, Chetan Patil

Unique Paper ID: 157455
Volume: 9
Issue: 7
PageNo: 199-203

Keywords: Visco-elastic Damper steel frames Seismic response

Abstract:
Dampers now-a-days widely used for the vibration control of structures. Because of use Damper the structure becomes more safe and economical .This Paper is focused on the Design of Steel structures with and without visco-elastics damper. Damper is used to resist lateral forces on the structure. Time history anaylysis is carried out on G+5,10,15 steel structure with and without visco-elastic damper by using etabs 2020.The results shows that the vale of maximum displacement, drift is more in case of structure without damper and less in case of steel structure with damper.

Download article

email to a friend

Cite This Article

ISSN: 2349-6002
Volume: 9
Issue: 7
PageNo: 199-203

Performance Of SMRF With Visco-elastic Damper in High Seismicity Region

Available:https://ijirt.org/Article?manuscript=157455

Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

Join Our IPN

IJIRT Partner Network

Submit your research paper and those of your network (friends, colleagues, or peers) through your IPN account, and receive 800 INR for each paper that gets published.

Join Now