Effects of soil–structure interaction on the design of tuned mass damper to control the seismic response of wind turbine towers with gravity base-Reference-Cited by-同舟云学术

Effects of soil–structure interaction on the design of tuned mass damper to control the seismic response of wind turbine towers with gravity base

Author:

Dai Kaoshan¹²,Huang Hai²,Lu Yang²^ORCID,Meng Jiayao³,Mao Zhenxi³,Camara Alfredo⁴

Affiliation:

1. MOE Key Laboratory of Deep Underground Science and Engineering, College of Architecture and Environment Sichuan University Chengdu China

2. Department of Civil Engineering and Institute for Disaster Management and Reconstruction Sichuan University Chengdu China

3. Department of Disaster Mitigation for Structures Tongji University Shanghai China

4. School of Mathematics, Computer Science and Engineering, City University of London London UK

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Wiley

Subject

Renewable Energy, Sustainability and the Environment

Link

Reference49 articles.

1. World Wind Energy Association (WWEA).https://wwindea.org/blog/2019/02/25/wind-power-capacity-worldwide-reaches-600-gw-539-gw-added-in-2018/

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