Details
| Original language | English |
|---|---|
| Pages (from-to) | 1137-1172 |
| Number of pages | 36 |
| Journal | Journal of earthquake engineering |
| Volume | 23 |
| Issue number | 7 |
| Publication status | Published - 9 Aug 2019 |
| Externally published | Yes |
Abstract
The effectiveness of the multi-mode control of seismically excited building installed with distributed multiple tuned mass dampers (d-MTMDs) is investigated by comparing dynamic response with the other controllers, such as passive friction dampers, semi-active dampers, single tuned mass damper (STMD), and multiple tuned mass dampers (MTMDs-all.top), both installed at the top of the building, and arbitrarily distributed MTMDs (ad-MTMDs). It is concluded that the d-MTMDs exhibit improved performance as compared with the STMD, MTMDs-all.top, and ad-MTMDs. The d-MTMDs are also convenient to install owing to the reduced space requirements, being placed at various floors.
Keywords
- Benchmark Building, d-MTMDs, Modal Frequency/Shape, Seismic, Single Tuned Mass Damper, TMDs
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Earth and Planetary Sciences(all)
- Geotechnical Engineering and Engineering Geology
Cite this
- Standard
- Harvard
- Apa
- Vancouver
- BibTeX
- RIS
In: Journal of earthquake engineering, Vol. 23, No. 7, 09.08.2019, p. 1137-1172.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Distributed Tuned Mass Dampers for Multi-Mode Control of Benchmark Building under Seismic Excitations
AU - Elias, Said
AU - Matsagar, Vasant
AU - Datta, T. K.
N1 - Publisher Copyright: © 2017, © 2017 Taylor & Francis Group, LLC.
PY - 2019/8/9
Y1 - 2019/8/9
N2 - The effectiveness of the multi-mode control of seismically excited building installed with distributed multiple tuned mass dampers (d-MTMDs) is investigated by comparing dynamic response with the other controllers, such as passive friction dampers, semi-active dampers, single tuned mass damper (STMD), and multiple tuned mass dampers (MTMDs-all.top), both installed at the top of the building, and arbitrarily distributed MTMDs (ad-MTMDs). It is concluded that the d-MTMDs exhibit improved performance as compared with the STMD, MTMDs-all.top, and ad-MTMDs. The d-MTMDs are also convenient to install owing to the reduced space requirements, being placed at various floors.
AB - The effectiveness of the multi-mode control of seismically excited building installed with distributed multiple tuned mass dampers (d-MTMDs) is investigated by comparing dynamic response with the other controllers, such as passive friction dampers, semi-active dampers, single tuned mass damper (STMD), and multiple tuned mass dampers (MTMDs-all.top), both installed at the top of the building, and arbitrarily distributed MTMDs (ad-MTMDs). It is concluded that the d-MTMDs exhibit improved performance as compared with the STMD, MTMDs-all.top, and ad-MTMDs. The d-MTMDs are also convenient to install owing to the reduced space requirements, being placed at various floors.
KW - Benchmark Building
KW - d-MTMDs
KW - Modal Frequency/Shape
KW - Seismic
KW - Single Tuned Mass Damper
KW - TMDs
UR - http://www.scopus.com/inward/record.url?scp=85029713010&partnerID=8YFLogxK
U2 - 10.1080/13632469.2017.1351407
DO - 10.1080/13632469.2017.1351407
M3 - Article
AN - SCOPUS:85029713010
VL - 23
SP - 1137
EP - 1172
JO - Journal of earthquake engineering
JF - Journal of earthquake engineering
SN - 1363-2469
IS - 7
ER -