Joint Slip Formulation for Members with Double Angle Section Based on Experimental Results in Wind Turbine Lattice Towers

Author:

Ebrahimi Amir,Yaghoobi Saleh,Shooshtari Ahmad

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference21 articles.

1. Şahin, A.D.: Progress and recent trends in wind energy. Prog. Energy Combust. Sci. 30(5), 501–543 (2004)

2. Weitkamp, R.; Hinz, U.; Schäfer, S.; inventors; Envion SE, assignee. Tower for a wind power station. United States patent US 7,276,808. 2007 Oct 2.

3. Muskulus, M.: The full-height lattice tower concept. Energy Procedia. 1(24), 371–377 (2012)

4. Gencturk, B.; Attar, A.; Tort, C.: Optimal design of lattice wind turbine towers. In15th World Conference on Earthquake Engineering 2012 Sep (pp. 24–28).

5. Albayrak, U.; Morshid, L.: Evaluation of seismic performance of steel lattice transmission towers. Civil Eng J 6(10), 1–21 (2020)

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1. Experimental study of leg member bolted joint slippage and its effects on mechanical behavior of lattice transmission tower;Fourth International Conference on Mechanical Engineering, Intelligent Manufacturing, and Automation Technology (MEMAT 2023);2024-04-01

2. Wind-induced response analysis of the transmission tower-line system considering the joint effect;International Journal of Structural Stability and Dynamics;2023-12-29

3. Failure Probability Analysis of Lattice Wind Turbine Towers Under Combined Wind and Earthquake Action;International Journal of Structural Stability and Dynamics;2023-09-28

4. Seismic response study of a steel lattice transmission tower considering the hysteresis characteristics of bolt joint slippage;Engineering Structures;2023-04

5. Numerical study on hysteretic characteristics of transmission tower K-joints;Frontiers in Materials;2022-12-30

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