Modified Steel Tubes of Wind Turbine Tower Subjected to Compression-Bending Load
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9502-8_13
Reference11 articles.
1. Ma Y, Martinez-Vazquez P, Baniotopoulos C (2019) Wind turbine tower collapse cases: a historical overview. Proceed Inst Civil Eng Struct Build 172(8):547–555. https://doi.org/10.1680/jstbu.17.00167
2. Ren W, Zhou XH, Deng R, Wang YH, Cao YQ (2022) Experimental and analytical investigation of stiffened steel tubes for wind turbine towers under compression-bending load. J Constr Steel Res 193. https://doi.org/10.1016/j.jcsr.2022.107296
3. Ren W et al (2022) Static behavior of large-diameter stiffened steel tubes for wind turbine towers under combined compression-bending-torsion load. Thin-Wall Struct 175. https://doi.org/10.1016/j.tws.2022.109272
4. Chou JS, Tu WT (2011) Failure analysis and risk management of a collapsed large wind turbine tower. Eng Fail Anal 18(1):295–313. https://doi.org/10.1016/j.engfailanal.2010.09.008
5. Temami O, Ayoub A, Hamadi D, Bennoui I (2019) Effect of boundary conditions on the behavior of stiffened and un-stiffened cylindrical shells. Int J Steel Struct 19(3):867–878. https://doi.org/10.1007/s13296-018-0173-0
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