Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI)
The latest earthquakes history shows that resistant conception, safe and economical structures are a daily challenge for structural engineers. Among the newest vibration control devices figures the inerter which is a device which can develop a large fictive mass (it consists of a mass amplification...
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| Format: | Article |
| Language: | English |
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University Amar Telidji of Laghouat
2020-04-01
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| Series: | Journal of Building Materials and Structures |
| Subjects: | |
| Online Access: | http://journals.lagh-univ.dz/index.php/jbms/article/view/208 |
| _version_ | 1818882114209185792 |
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| author | Salah Djerouni Abdelhafid Ounis Brahim Athamnia Mouncef Eddine Charrouf Mahdi Abdeddaim Nassim Djedoui |
| author_facet | Salah Djerouni Abdelhafid Ounis Brahim Athamnia Mouncef Eddine Charrouf Mahdi Abdeddaim Nassim Djedoui |
| author_sort | Salah Djerouni |
| collection | DOAJ |
| description | The latest earthquakes history shows that resistant conception, safe and economical structures are a daily challenge for structural engineers. Among the newest vibration control devices figures the inerter which is a device which can develop a large fictive mass (it consists of a mass amplification effect) using rotational inertia. In this research work, the effectiveness of a traditional passive tuned mass damper (TMD) is compared with a tuned mass damper inerter (TMDI) which consists generally of tuned mass damper coupled with an Inerter. Both devices are used to control a base-isolated structure vibration submitted to several seismic records. In This study, a base-isolated structure of six stories (6 DOF) was equipped with (TMD) and (TMDI) and a time history analysis were performed under different earthquake records (El Centro, Kobe, Kocaeli). The mathematical model of the building is established in MATLAB Simulink. The simulation results illustrated he robustness, performance and effectiveness of the structure equipped with a (TMDI). The dynamical parameters of interest were base and top displacement as well as the base shear force and peak inerter force produced. |
| first_indexed | 2024-12-19T15:12:36Z |
| format | Article |
| id | doaj.art-90a57b577c9748deb1e6f49aaa2bc0f1 |
| institution | Directory Open Access Journal |
| issn | 2353-0057 |
| language | English |
| last_indexed | 2024-12-19T15:12:36Z |
| publishDate | 2020-04-01 |
| publisher | University Amar Telidji of Laghouat |
| record_format | Article |
| series | Journal of Building Materials and Structures |
| spelling | doaj.art-90a57b577c9748deb1e6f49aaa2bc0f12022-12-21T20:16:16ZengUniversity Amar Telidji of LaghouatJournal of Building Materials and Structures2353-00572020-04-0171515910.5281/zenodo.3747767208Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI)Salah Djerouni0Abdelhafid Ounis1Brahim Athamnia2Mouncef Eddine Charrouf3Mahdi Abdeddaim4Nassim Djedoui5Department of civil engineering and hydraulics, Mohamed Khider University, Biskra, Algeria.Department of civil engineering and hydraulics, Mohamed Khider University, Biskra, Algeria.Department of civil engineering ,, Larbi Tébessi University, Tebessa, Algeria.Department of civil engineering and hydraulics, Mohamed Khider University, Biskra, Algeria.Department of civil engineering and hydraulics, Mohamed Khider University, Biskra, Algeria.Department of civil engineering and hydraulics, Mohamed Khider University, Biskra, Algeria.The latest earthquakes history shows that resistant conception, safe and economical structures are a daily challenge for structural engineers. Among the newest vibration control devices figures the inerter which is a device which can develop a large fictive mass (it consists of a mass amplification effect) using rotational inertia. In this research work, the effectiveness of a traditional passive tuned mass damper (TMD) is compared with a tuned mass damper inerter (TMDI) which consists generally of tuned mass damper coupled with an Inerter. Both devices are used to control a base-isolated structure vibration submitted to several seismic records. In This study, a base-isolated structure of six stories (6 DOF) was equipped with (TMD) and (TMDI) and a time history analysis were performed under different earthquake records (El Centro, Kobe, Kocaeli). The mathematical model of the building is established in MATLAB Simulink. The simulation results illustrated he robustness, performance and effectiveness of the structure equipped with a (TMDI). The dynamical parameters of interest were base and top displacement as well as the base shear force and peak inerter force produced.http://journals.lagh-univ.dz/index.php/jbms/article/view/208vibration controlhybrid systempassive systemtuned mass damper inerterinertanceinerter |
| spellingShingle | Salah Djerouni Abdelhafid Ounis Brahim Athamnia Mouncef Eddine Charrouf Mahdi Abdeddaim Nassim Djedoui Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI) Journal of Building Materials and Structures vibration control hybrid system passive system tuned mass damper inerter inertance inerter |
| title | Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI) |
| title_full | Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI) |
| title_fullStr | Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI) |
| title_full_unstemmed | Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI) |
| title_short | Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI) |
| title_sort | optimal seismic response using a passive tuned mass damper inerter tmdi |
| topic | vibration control hybrid system passive system tuned mass damper inerter inertance inerter |
| url | http://journals.lagh-univ.dz/index.php/jbms/article/view/208 |
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