Computational Study of Steel–Concrete Hybrid Wind Turbine Tower Seismic Performance
Author:
Affiliation:
1. School of Civil Engineering, Chongqing University, Chongqing, China
2. Department of Physics, Virginia Tech, Blacksburg, Virginia, USA
3. Department of Civil Engineering, The University of Hong Kong, Pokfulam, Hong Kong, China
Funder
China Postdoctoral Science Foundation
Fok Ying Tung Education Foundation
National Natural Science Foundation of China
China National Postdoctoral Program for Innovative Talents
Fundamental Research Funds for the Central Universities
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2121789
Reference42 articles.
1. Seismic vulnerability of offshore wind turbines to pulse and non‐pulse records
2. Fragility analysis of a 5-MW NREL wind turbine considering aero-elastic and seismic interaction using finite element method
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