Damage analysis of split spherical node concrete filled steel tube lattice wind turbine plane towers

Abstract This study analyzes the split spherical node concrete-filled steel tube wind turbine plane towers with web member wall thicknesses of 3 mm (TJ-1) and 5 mm (TJ-2) through low-cyclic reversed load tests, comparing their hysteresis curves, skeleton curves, ductility, and stiffness degradation....

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Detalles Bibliográficos

Principais autores:	Miao Li, Jiaqing Tao, Huanbin Huang, Chengjun Peng, Yang Wen
Formato:	Artigo
Idioma:	Inglês
Publicado:	Nature Portfolio 2025-05-01
Series:	Scientific Reports
Assuntos:	Lattice construction Wind turbine towers Damage analysis Wall thickness Bearing capacity
Acceso en liña:	https://doi.org/10.1038/s41598-025-01932-0
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