Abstract
Multiple tuned mass dampers (MTMD) is used for suppressing seismic excitation of tall building. The performance of MTMD is compared with that of a single tuned mass system (TMD). Optimum parameters of TMD/MTMD for minimizing the variance response of the damped primary structure derived by Krenk, Igusa, and Jangid were used. The optimally designed MTMD system is more effective than that of a single TMD system for reducing seismic excitation of a tall building.
| Original language | English |
|---|---|
| Pages (from-to) | 217-222 |
| Number of pages | 6 |
| Journal | Proceedings of International Structural Engineering and Construction |
| Volume | 3 |
| Issue number | 1 |
| DOIs | |
| State | Published - 2016 |
| Event | 1st European-Mediterranean Conference on Structural Engineering and Construction, EURO-MED-SEC-1 2016 - Istanbul, Turkey Duration: 2016.05.24 → 2016.05.29 |
Keywords
- MTMD
- Tall structures
- Tuned mass system
Quacquarelli Symonds(QS) Subject Topics
- Engineering - Civil & Structural
- Architecture
- Engineering - Petroleum
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