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of 13
pro vyhledávání: '"Yueshi Chen"'
Auto-Regressive Integrated Moving-Average Machine Learning for Damage Identification of Steel Frames
Publikováno v:
Applied Sciences, Vol 11, Iss 13, p 6084 (2021)
Auto-regressive (AR) time series (TS) models are useful for structural damage detection in vibration-based structural health monitoring (SHM). However, certain limitations, e.g., non-stationarity and subjective feature selection, have reduced its wid
Externí odkaz:
https://doaj.org/article/b453501015af4b2880062d006cd29b54
Publikováno v:
Journal of Building Engineering. 74:106883
Publikováno v:
Journal of Building Engineering. 64:105554
Publikováno v:
Journal of Building Engineering. 63:105453
Publikováno v:
Journal of Building Engineering. 55:104705
Auto-Regressive Integrated Moving-Average Machine Learning for Damage Identification of Steel Frames
Publikováno v:
Applied Sciences
Volume 11
Issue 13
Applied Sciences, Vol 11, Iss 6084, p 6084 (2021)
Volume 11
Issue 13
Applied Sciences, Vol 11, Iss 6084, p 6084 (2021)
Auto-regressive (AR) time series (TS) models are useful for structural damage detection in vibration-based structural health monitoring (SHM). However, certain limitations, e.g., non-stationarity and subjective feature selection, have reduced its wid
Publikováno v:
Journal of Constructional Steel Research. 148:611-626
The tension-only concentrically braced steel beam-through frame (TCBBF) has the potential to enhance the seismic and post-earthquake performance for low-rise buildings in low to moderate seismic regions. To a better understanding of the dynamic respo
Publikováno v:
Engineering Structures. 168:852-864
Steel building frames consisting of tension-only braces have been recently recognized as adequate lateral force resisting systems for use in low-rise buildings in the regions with seismicity. To further promote the use of such systems, this investiga
Autor:
Yiyi Chen, Yueshi Chen
Publikováno v:
Journal of Constructional Steel Research. 139:449-456
By analyzing the energy dissipation capacity of structural steel under cyclic loading, it is found that the strain-weighted energy dissipation is a good parameter to quantify the damage. A new damage model is proposed for structural steel under cycli
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 170:664-676
The application of high-strength steel has been limited due to stiffness and ductility issues. In tension-only concentrically braced steel beam-through frames (TOCBBTFs), the frame is designed to remain elastic while concentrating damage on the repla