Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Qiu-Wei Yang"'
Publikováno v:
Algorithms, Vol 9, Iss 2, p 24 (2016)
Using the principal eigenvector (PE) of modal flexibility change, a new vibration-based algorithm for structural defect localization was presented in this paper. From theoretical investigations, it was proven that the PE of modal flexibility variatio
Externí odkaz:
https://doaj.org/article/638400f3bad549319e7e1af34f8eff13
Autor:
Qiu Wei Yang, Xi Peng
Publikováno v:
International Journal for Numerical Methods in Engineering. 124:513-533
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c392ea62eff55e86c4f0d0c77d6bb90e
https://doi.org/10.1002/nme.7129
https://doi.org/10.1002/nme.7129
Autor:
Xi Peng, Qiu-Wei Yang
Publikováno v:
IEEE Sensors Journal. 21:11654-11664
The technology of damage evaluation based on data collected by sensors has become an important topic in the field of structural engineering This paper presents an improved generalized flexibility method for sensor placement and damage evaluation. Com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bef03fb8cbc9b5ec403d2ec26f4e553b
https://doi.org/10.1109/jsen.2021.3066989
https://doi.org/10.1109/jsen.2021.3066989
Publikováno v:
Sustainability
Volume 13
Issue 8
Sustainability, Vol 13, Iss 4294, p 4294 (2021)
Volume 13
Issue 8
Sustainability, Vol 13, Iss 4294, p 4294 (2021)
Recycled concrete is a form of low-carbon concrete with great importance. The explicit finite element method is an economical and feasible method for analyzing static concrete structures, such as those made of recycled concrete. The shear strength of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::736603a28455d65d91c37e2a2ab00199
Publikováno v:
Journal of Applied Physics; 2018, Vol. 123 Issue 3, p035702-1-N.PAG, 6p, 1 Diagram, 6 Graphs
Publikováno v:
Applied Mechanics and Materials. :222-225
A response surface method (RSM) for composite laminate structures is proposed in this paper, which is based on the moving Kriging interpolation. The substitute limit state function for failure criteria is discussed and constructed on series of determ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f4decee75af922edf0e341cceea269a
https://doi.org/10.4028/www.scientific.net/amm.744-746.222
https://doi.org/10.4028/www.scientific.net/amm.744-746.222
Publikováno v:
Applied Mechanics and Materials. :366-369
Using the static displacement data, this paper presented a damage localization method for a continuous beam. This method is based on the estimation of changes in the static displacements of the structure. The most significant advantage of the method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5ecdbace3b6b320f3ac8346eeeb7c5f
https://doi.org/10.4028/www.scientific.net/amm.744-746.366
https://doi.org/10.4028/www.scientific.net/amm.744-746.366
Autor:
Cui Hong Li, Qiu Wei Yang
Publikováno v:
Applied Mechanics and Materials. :852-855
This paper presents a static-based method for damage identification in the simply supported beam structure using the incomplete measured static displacement parameters. The presented method makes use of the singular value decomposition of structural
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::994a0f725f7eddeba22ad8c3ad70eeff
https://doi.org/10.4028/www.scientific.net/amm.501-504.852
https://doi.org/10.4028/www.scientific.net/amm.501-504.852
Publikováno v:
Advanced Materials Research. :1996-1999
This paper presents an improved method to detect structural damages only by changes of eigenvectors. The underlying principle of the proposed technique is to measure the eigenvectors of the damaged system, and then use this set of data as well as the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c061d7bcade8c7df20132175b82c46d
https://doi.org/10.4028/www.scientific.net/amr.838-841.1996
https://doi.org/10.4028/www.scientific.net/amr.838-841.1996
Publikováno v:
Applied Mechanics and Materials. :1084-1087
This paper presents a two-stage method for damage identification in cantilever beam structures using the incomplete measured static and dynamic paramenters. The first stage locates damages preliminary by using the static displacement changes, which i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcd25760eb5fae51e871218f66170e6b
https://doi.org/10.4028/www.scientific.net/amm.351-352.1084
https://doi.org/10.4028/www.scientific.net/amm.351-352.1084