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

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....

Full description

Saved in:
Bibliographic Details
Main Authors: Miao Li, Jiaqing Tao, Huanbin Huang, Chengjun Peng, Yang Wen
Format: Article
Language:English
Published: Nature Portfolio 2025-05-01
Series:Scientific Reports
Subjects:
Lattice construction
Wind turbine towers
Damage analysis
Wall thickness
Bearing capacity
Online Access:https://doi.org/10.1038/s41598-025-01932-0
Tags: Add Tag
No Tags, Be the first to tag this record!

Internet

https://doi.org/10.1038/s41598-025-01932-0

Similar Items