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Abstract
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 determined by minimizing the maximum drift ratio of the stories. The performance level of the structure is also forced to be located in a safety zone. The incremental dynamic analysis is used to analyze the structural behavior under the influence of the artificial, near- and far-field earthquakes. The results of the investigation clearly show that the optimization of the TMD parameters, based on minimizing the drift ratio, reduces the structural displacement, and improves the seismic behavior of the structure based on Federal Emergency Management Agency (FEMA -356). Moreover, the values of base shear have been decreased for all studied records with peak ground acceleration smaller or equal to 0.5 g.
Citations
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Authors (5)
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Masoud Dadkhah
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Reza Kamgar
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Heisam Heidarzadeh
Cite as
Full text
- Publication version
- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.3390/app10103403
- License
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Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
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Applied Sciences-Basel
no. 10,
ISSN: 2076-3417 - Language:
- English
- Publication year:
- 2020
- Bibliographic description:
- Dadkhah M., Kamgar R., Heidarzadeh H., Jakubczyk-Gałczyńska A., Jankowski R.: Improvement of Performance Level of Steel Moment-Resisting Frames Using Tuned Mass Damper System// Applied Sciences-Basel -Vol. 10,iss. 10 (2020), s.3403-
- DOI:
- Digital Object Identifier (open in new tab) 10.3390/app10103403
- Sources of funding:
-
- COST_FREE
- Verified by:
- Gdańsk University of Technology
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