风载和地震波联合作用下风电机组钢混组合式塔架响应控制研究

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摘要为了探究钢混组合式塔架结构（混塔）在风载荷和地震波联合作用下的结构响应，建立了钢混组合式塔架的有限元模型，采用Davenport 脉动风速谱，基于AR线性滤波法对脉动风速进行时程模拟；并基于结构所处的场地条件，对混塔进行相应的地震波时程分析。在此基础上，采用基础隔震结构、单个调谐质量阻尼器（STMD）和分布式多重调谐质量阻尼器（D-MTMDs）结构、以及隔震结构和D-MTMDs结构组合而成的混合控制结构等一系列控制方法对混塔的响应进行了控制，并采用了七种评价指标对各控制方法的优劣进行了相应的评估。计算结果表明，混合控制结构可以结合隔震结构和D-MTMDs结构的控制优点，不仅展现对风载响应的良好控制，也显示出对风载和地震波联合载荷响应优异的控制效果。
关键词：混合控制；钢混塔架结构；分布式多重调谐质量阻尼器；风载荷；隔震模型；地震响应

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	张栋梁1
	2
	汤群益1
	2
	李天昊1
	2
	付坤1
	2
	彭子腾1
	2
	袁中帅1
	2

关键词 ：混合控制, 钢混塔架结构, 分布式多重调谐质量阻尼器, 风载荷, 隔震模型, 地震响应

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

Key words： hybrid control hybrid tower D-MTMDs wind load；isolation Method seismic response

收稿日期: 2021-10-12 出版日期: 2022-12-15

引用本文:

张栋梁1,2,汤群益1,2,李天昊1,2,付坤1,2,彭子腾1,2,袁中帅1,2. 风载和地震波联合作用下风电机组钢混组合式塔架响应控制研究[J]. 振动与冲击, 2022, 41(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. Response control of steel-concrete composite tower of wind turbine under combined action of wind load and seismic wave. JOURNAL OF VIBRATION AND SHOCK, 2022, 41(23): 201-210.

链接本文:

http://jvs.sjtu.edu.cn/CN/ 或 http://jvs.sjtu.edu.cn/CN/Y2022/V41/I23/201

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