Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Deshan Shan"'
Publikováno v:
Journal of Civil Structural Health Monitoring. 13:591-603
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f689529d73949e7b1193d695364341b
https://doi.org/10.1007/s13349-022-00661-6
https://doi.org/10.1007/s13349-022-00661-6
Publikováno v:
Journal of Civil Structural Health Monitoring. 13:505-522
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4154559c243cfdaf0e8b52da1c8166c2
https://doi.org/10.1007/s13349-022-00656-3
https://doi.org/10.1007/s13349-022-00656-3
Publikováno v:
Structures. 41:51-65
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b6154ff83d6f33931d6735f4ded639d
https://doi.org/10.1016/j.istruc.2022.04.099
https://doi.org/10.1016/j.istruc.2022.04.099
Publikováno v:
Cogent Engineering, Vol 5, Iss 1 (2018)
In this paper, probabilistic seismic demand analysis is adopted to investigate the seismic fragility of a certain typical irregular highway bridge in the Chinese western mountainous areas. Considering the uncertainties of ground motion and structural
Externí odkaz:
https://doaj.org/article/d9fb63a7d47547f3b25027bf4621592d
Publikováno v:
Structural Health Monitoring. 21:1541-1554
Subspace-based system identification algorithms have been developed as an advanced technique for performing modal analysis. We introduce a novel tensor subspace-based algorithm to identify the time-varying modal parameters of bridge structures. A new
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65360a7bdb2e2b18ca68acaa7179517f
https://doi.org/10.1177/14759217211036024
https://doi.org/10.1177/14759217211036024
Publikováno v:
Applied Sciences, Vol 9, Iss 7, p 1302 (2019)
To test the nonlinearity and non-stationarity of measured dynamic signals from a bridge structure with high-level noise and dense modal characteristics, a method that combines the adaptive signal decomposition with the recurrence analysis is proposed
Externí odkaz:
https://doaj.org/article/130e1fe20c5542caa77adbea5fce884c
Publikováno v:
Bulletin of Earthquake Engineering. 18:1723-1753
To fully assess the seismic performance of irregular bridge structures with non-circular piers, a novel seismic fragility analysis method for bridge components is proposed accordingly. The method is proposed based on engineering structural reliabilit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0997c76b59630f34f41e1d72f87e8a4a
https://doi.org/10.1007/s10518-019-00769-z
https://doi.org/10.1007/s10518-019-00769-z
Publikováno v:
Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations ISBN: 9780429279119
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::464e320adabf844af78de75f0e3227de
https://doi.org/10.1201/9780429279119-488
https://doi.org/10.1201/9780429279119-488
Publikováno v:
Structure and Infrastructure Engineering. 14:177-191
The objective of this paper was to perform an effective and meticulous continuous modal parameter identification. Since the data obtained from the cable-stayed bridge was non-linear and time varyin...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e063c96bcdafb1d26f6213282472612c
https://doi.org/10.1080/15732479.2017.1338734
https://doi.org/10.1080/15732479.2017.1338734
Publikováno v:
Applied Sciences
Volume 9
Issue 7
Applied Sciences, Vol 9, Iss 7, p 1302 (2019)
Volume 9
Issue 7
Applied Sciences, Vol 9, Iss 7, p 1302 (2019)
To test the nonlinearity and non-stationarity of measured dynamic signals from a bridge structure with high-level noise and dense modal characteristics, a method that combines the adaptive signal decomposition with the recurrence analysis is proposed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b7605111be6df0c352dd1b43a0a9d6dd