Coupled behaviour and strength prediction of tapered CFDST columns with large hollow ratios for wind turbine towers
Author:
Funder
Fundamental Research Funds for the Central Universities
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
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3. Bending behavior and design of tapered lightweight CFDSST with large hollow ratio;Journal of Constructional Steel Research;2024-07
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