Improvement of Performance Level of Steel Moment-Resisting Frames Using Tuned Mass Damper System

Improvement of Performance Level of Steel Moment-Resisting Frames Using Tuned Mass Damper System

In this paper, parameters of the tuned mass dampers are optimized to improve the performance level of steel structures during earthquakes. In this regard, a six-story steel frame is modeled using a concentrated plasticity method. Then, the optimum parameters of the Tuned Mass Damper (TMD) are determ...

Full description

Bibliographic Details
Main Authors: Masoud Dadkhah, Reza Kamgar, Heisam Heidarzadeh, Anna Jakubczyk-Gałczyńska, Robert Jankowski
Format: Article
Language:English
Published: MDPI AG 2020-05-01
Series:Applied Sciences
Subjects:
dynamic analysis
steel frames
Tuned Mass Damper
optimization
drift ratio
Online Access:https://www.mdpi.com/2076-3417/10/10/3403

Internet

https://www.mdpi.com/2076-3417/10/10/3403

Similar Items