This paper presents how soil}structure interaction a!ects the seismic performance of Tuned Mass Dampers (TMD) when installed on #exibly based structures. Previous studies on this subject have led to inconsistent conclusions since the soil and structure models employed considerably di!er from each ot
SEMI-ACTIVE TUNED MASS DAMPERS FOR SEISMIC PROTECTION OF CIVIL STRUCTURES
✍ Scribed by ABÉ, M.
- Publisher
- John Wiley and Sons
- Year
- 1996
- Tongue
- English
- Weight
- 446 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0098-8847
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✦ Synopsis
A semi-active tuned mass damper (TMD) which is capable of adjusting initial displacement and damping is applied to seismic protection of structures. Control algorithms are derived in closed forms using perturbation analysis on modal properties of the sinigle degree of freedom (SDOF) structure/TMD system. Because perturbation solutions are given in a relatively simple form, the control algorithms are developed in a physically intuitive manner. In the first half of the paper, the control algorithms are introduced using numerical simulations of the impulse response. Then the algorithms are applied to seismic protection of civil structures using the strategy of multiple releasing and capturing of TMDs. The control strategy for seismic control is summarized in a flow chart. Numerical studies with the El Centro earthquake record show that t hLe proposed semi-active method has higher performance than conventional passive TMDs.
📜 SIMILAR VOLUMES
In this paper, two issues in structural control are discussed. First, the prediction-type Kalman ®lter approach is used to estimate the full-state variables of a building's seismic response from a limited number of measurements and the full-state feedback control strategy can be applied. The result