Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings |
| Herausgeber/-innen | Manolis Papadrakakis, Michalis Fragiadakis |
| Seiten | 5212-5222 |
| Seitenumfang | 11 |
| ISBN (elektronisch) | 9786188284456 |
| Publikationsstatus | Veröffentlicht - 2019 |
| Extern publiziert | Ja |
| Veranstaltung | 7th International Conference on Complutational Methods in Structural Dynamics and Earthquake Engineering - Crete, Griechenland Dauer: 24 Juni 2019 → 26 Juni 2019 Konferenznummer: 7 |
Publikationsreihe
| Name | COMPDYN Proceedings |
|---|---|
| Band | 3 |
| ISSN (Print) | 2623-3347 |
Abstract
This study presents an application of tuned vibration absorbers (TVAs) to reduce dynamic response of tall buildings under multiple excitations such as wind and earthquake ground motion. A finite element model of a typical tall building is prepared with rotational degrees of freedom reduced by static condensation. Mechanical models of TVAs are incorporated in the model. The coupled equations of motion are formulated and solved using numerical methods. The uncontrolled building (NC) and the controlled building are subjected to a number of near fault earthquake ground motions and wind forces (mass excitations). The effectiveness of using multiple TVAs as opposed to a single TVA (STVA) is investigated. The design parameters affecting the effectiveness of the TVA arrangements are chosen to investigate optimal setups. It is observed that STVA are more effective for wind response mitigation than seismic response mitigation of tall buildings. Multiple TVAs are, however, found to be effective for controlling both wind and earthquake induced vibrations. It is concluded that optimally designed TVAs are effective in controlling vibration of buildings subjected to action of wind and earthquake loads.
ASJC Scopus Sachgebiete
- Erdkunde und Planetologie (insg.)
- Computer in den Geowissenschaften
- Erdkunde und Planetologie (insg.)
- Geotechnik und Ingenieurgeologie
- Mathematik (insg.)
- Computational Mathematics
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings. Hrsg. / Manolis Papadrakakis; Michalis Fragiadakis. 2019. S. 5212-5222 (COMPDYN Proceedings; Band 3).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Tuned vibration absorbers for control of tall buildings under wind and earthquake loads
AU - Elias, S.
AU - Rupakhety, R.
AU - Olafsson, S.
N1 - Conference code: 7
PY - 2019
Y1 - 2019
N2 - This study presents an application of tuned vibration absorbers (TVAs) to reduce dynamic response of tall buildings under multiple excitations such as wind and earthquake ground motion. A finite element model of a typical tall building is prepared with rotational degrees of freedom reduced by static condensation. Mechanical models of TVAs are incorporated in the model. The coupled equations of motion are formulated and solved using numerical methods. The uncontrolled building (NC) and the controlled building are subjected to a number of near fault earthquake ground motions and wind forces (mass excitations). The effectiveness of using multiple TVAs as opposed to a single TVA (STVA) is investigated. The design parameters affecting the effectiveness of the TVA arrangements are chosen to investigate optimal setups. It is observed that STVA are more effective for wind response mitigation than seismic response mitigation of tall buildings. Multiple TVAs are, however, found to be effective for controlling both wind and earthquake induced vibrations. It is concluded that optimally designed TVAs are effective in controlling vibration of buildings subjected to action of wind and earthquake loads.
AB - This study presents an application of tuned vibration absorbers (TVAs) to reduce dynamic response of tall buildings under multiple excitations such as wind and earthquake ground motion. A finite element model of a typical tall building is prepared with rotational degrees of freedom reduced by static condensation. Mechanical models of TVAs are incorporated in the model. The coupled equations of motion are formulated and solved using numerical methods. The uncontrolled building (NC) and the controlled building are subjected to a number of near fault earthquake ground motions and wind forces (mass excitations). The effectiveness of using multiple TVAs as opposed to a single TVA (STVA) is investigated. The design parameters affecting the effectiveness of the TVA arrangements are chosen to investigate optimal setups. It is observed that STVA are more effective for wind response mitigation than seismic response mitigation of tall buildings. Multiple TVAs are, however, found to be effective for controlling both wind and earthquake induced vibrations. It is concluded that optimally designed TVAs are effective in controlling vibration of buildings subjected to action of wind and earthquake loads.
KW - Buildings
KW - Earthquake
KW - Multi-Hazard
KW - Tuned Vibration Absorbers (TVAs)
KW - Wind Loads
UR - http://www.scopus.com/inward/record.url?scp=85079096302&partnerID=8YFLogxK
U2 - 10.7712/120119.7298.18802
DO - 10.7712/120119.7298.18802
M3 - Conference contribution
AN - SCOPUS:85079096302
T3 - COMPDYN Proceedings
SP - 5212
EP - 5222
BT - COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings
A2 - Papadrakakis, Manolis
A2 - Fragiadakis, Michalis
T2 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019
Y2 - 24 June 2019 through 26 June 2019
ER -