Response control of steel-concrete composite tower of wind turbine under combined action of wind load and seismic wave

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Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (23) : 201-210.

ZHANG Dongliang1,2, TANG Qunyi1,2, LI Tianhao1,2, FU Kun1,2, PENG Ziteng1,2, YUAN Zhongshuai1,2

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Abstract

In order to study the structural response of the Steel-concrete hybrid tubular tower (Hybrid Tower) under the combination of wind and seismic loads, the finite element model of the Hybrid Tower is established. Davenport wind speed power spectrum is adopted, and the time history of fluctuating wind speed is simulated based on AR linear filtering method. The seismic wave is selected based on the site conditions of the structure. On the basis of this calculation model, a series of control methods, such as base-isolated structure, single tuned mass damper (STMD) and distributed multiple tuned mass damper (D-MTMDs) structure, and hybrid control structure which is composed of base-isolated structure and D-MTMDs structure, are adopted to control the response of the hybrid tower, and seven indexes are adopted to evaluate the advantages and disadvantages of each control method. The calculation results show the hybrid control structure combines the advantages of the isolated-structure and the D-MTMDs structure, and it can not only control the wind load well, but also has excellent control effect under the combination of the wind and seismic loads.
Keywords: hybrid control; hybrid tower; D-MTMDs; wind load；isolation Method; seismic response

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hybrid control / hybrid tower / D-MTMDs / wind load；isolation Method / seismic response

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ZHANG Dongliang1,2, TANG Qunyi1,2, LI Tianhao1,2, FU Kun1,2, PENG Ziteng1,2, YUAN Zhongshuai1,2. Response control of steel-concrete composite tower of wind turbine under combined action of wind load and seismic wave[J]. Journal of Vibration and Shock, 2022, 41(23): 201-210

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