期刊
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
卷 43, 期 12, 页码 1889-1895出版社
WILEY-BLACKWELL
DOI: 10.1002/eqe.2420
关键词
seesaw mechanism; passive control; experimental investigation; free vibration test; fluid viscous damper; dynamic characteristic
Seesaw energy dissipation system (SEDS), a vibration control system used to provide enhanced seismic protection, has been proposed and investigated numerically. Because of its complicated arrangement, verification experiments are necessary to demonstrate the SEDS damping capacity. This paper presents the results of experimental investigation of the SEDS using fluid viscous dampers. Free vibration tests are conducted to demonstrate the SEDS damping capacity. Results of the free vibration test show that the SEDS has sufficient damping capacity for reduction of the seismic response of the frames. Parametric experimental investigations of the SEDS were conducted, the results of which demonstrate the effects of the system parameter on the damping capacity. Copyright (C) 2014 John Wiley & Sons, Ltd.
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