The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames
The present article aims to point out, with the help of a comparative research, the efficiency of tuned mass dampers, modern variants of consolidation ensuring seismic structural safety, used for buildings with a reinforced concrete structure, designed and produced according to the new codes. Case s...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2019-07-01
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Series: | Romanian Journal of Transport Infrastructure |
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Online Access: | https://doi.org/10.2478/rjti-2019-0004 |
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author | Rece Laurentiu Ezzaki Naima Stoica Daniel Jeflea Victor Florin |
author_facet | Rece Laurentiu Ezzaki Naima Stoica Daniel Jeflea Victor Florin |
author_sort | Rece Laurentiu |
collection | DOAJ |
description | The present article aims to point out, with the help of a comparative research, the efficiency of tuned mass dampers, modern variants of consolidation ensuring seismic structural safety, used for buildings with a reinforced concrete structure, designed and produced according to the new codes. Case studies were based on structural computations in the linear elastic field using the ETABS program. |
first_indexed | 2024-12-17T06:01:06Z |
format | Article |
id | doaj.art-6ad68e66a8634ee0b62d23f4449e57e3 |
institution | Directory Open Access Journal |
issn | 2286-2218 |
language | English |
last_indexed | 2024-12-17T06:01:06Z |
publishDate | 2019-07-01 |
publisher | Sciendo |
record_format | Article |
series | Romanian Journal of Transport Infrastructure |
spelling | doaj.art-6ad68e66a8634ee0b62d23f4449e57e32022-12-21T22:00:53ZengSciendoRomanian Journal of Transport Infrastructure2286-22182019-07-0181658810.2478/rjti-2019-0004rjti-2019-0004The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete FramesRece Laurentiu0Ezzaki Naima1Stoica Daniel2Jeflea Victor Florin3Prof. Eng., PhD. Technical University of Civil Engineering, BucharestDoctorand student at Doctoral School, Technical University of Civil Engineering of BucarestAssoc. Prof. Eng., PhD. Technical University of Civil Engineering, BucharestAssoc. Prof. Eng., Ph.D. Ovidius University of ConstanţaThe present article aims to point out, with the help of a comparative research, the efficiency of tuned mass dampers, modern variants of consolidation ensuring seismic structural safety, used for buildings with a reinforced concrete structure, designed and produced according to the new codes. Case studies were based on structural computations in the linear elastic field using the ETABS program.https://doi.org/10.2478/rjti-2019-0004tmdvulnerabilityearthquakedamper |
spellingShingle | Rece Laurentiu Ezzaki Naima Stoica Daniel Jeflea Victor Florin The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames Romanian Journal of Transport Infrastructure tmd vulnerability earthquake damper |
title | The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames |
title_full | The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames |
title_fullStr | The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames |
title_full_unstemmed | The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames |
title_short | The Use of Tuned Mass Dampers for Reducing Structural Vulnerabilities During the Side Movements of Buildings with Reinforced Concrete Frames |
title_sort | use of tuned mass dampers for reducing structural vulnerabilities during the side movements of buildings with reinforced concrete frames |
topic | tmd vulnerability earthquake damper |
url | https://doi.org/10.2478/rjti-2019-0004 |
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