Damage Detection of Truss Structures by Reduction of Degrees of Freedom Using the Serep Method

Autor: Shahin Lale Arefi, Amin Gholizad

Publikováno v: The Baltic Journal of Road and Bridge Engineering, Vol 15, Iss 1, Pp 1-25 (2020)

Damage detection of bridge structures during their operating lifetime is essential. In this paper, two approaches, All Degrees of Freedom and Reduction of the Degrees of Freedom methods, are used to detect the damages in structures. The first method

Externí odkaz: https://doaj.org/article/18d5731c5aea44da8a0c430c4e81cef3

Damage Detection of Truss Structures by Reduction of Degrees of Freedom Using the Serep Method

Autor: A. Gholizad, Shahin Lale Arefi

Publikováno v: The Baltic Journal of Road and Bridge Engineering; Vol 15, No 1 (2020): The Baltic Journal of Road and Bridge Engineering; 1-25
The Baltic Journal of Road and Bridge Engineering, Vol 15, Iss 1, Pp 1-25 (2020)

Damage detection of bridge structures during their operating lifetime is essential. In this paper, two approaches, All Degrees of Freedom and Reduction of the Degrees of Freedom methods, are used to detect the damages in structures. The first method

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7997b66e798d69bc4f7f03fa6b448d9a
https://bjrbe-journals.rtu.lv/article/view/bjrbe.2020-15.459

Fault Simulation and Online Diagnosis of Blade Damage of Large-Scale Wind Turbines

Autor: Juncheng Liu, Qiang Liu, Xiyun Yang, Xiaojiang Wu, Feng Gao

Publikováno v: Energies, Vol 12, Iss 3, p 522 (2019)
Energies; Volume 12; Issue 3; Pages: 522

Damaged wind turbine (WT) blades have an imbalanced load and abnormal vibration, which affects their safe and stable operation or even results in blade rupture. To solve this problem, this study proposes a new method to detect damage in WT blades usi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4c155ba0225f8070588b8356b112441f
https://www.mdpi.com/1996-1073/12/3/522

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Response of beams resting on viscoelastically damped foundation to moving oscillators

Autor: Giuseppe Muscolino, Alessandro Palmeri

Publikováno v: International Journal of Solids and Structures. 44:1317-1336

The response of beams resting on viscoelastically damped foundation under moving SDoF oscillators is scrutinized through a novel state-space formulation, in which a number of internal variables is introduced with the aim of representing the frequency

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::206faa1955235dc76bb395b8986d7fe5
https://doi.org/10.1016/j.ijsolstr.2006.06.013