| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 855064 | Procedia Engineering | 2015 | 7 Pages |
Abstract
The passive neutralization oscillations systems for high-rise construction are under consideration. Their advantages and disadvantages have been revealed. A roller oscillation neutralization system for high-rise constructions subject to seismic affecting is offered. The principle of its work is described and its advantages are estimated. A mathematical movement model for carrying and carried bodies is made. Low-frequency oscillation vibration protection systems under the influence of external harmonious impact are considered. Optimum adjustment parameters for a roller damper in the structure of the compensation system are defined.
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