Zobrazeno 1 - 10
of 43
pro vyhledávání: '"You-Liang Ding"'
Publikováno v:
International Journal of Distributed Sensor Networks, Vol 2024 (2024)
The Dongbao River Xin’an Bridge is the first hybrid continuous girder bridge with corrugated steel webs in China. To assess its service conditions and guarantee its safe operation, a continuous structural health monitoring (SHM) system is designed
Externí odkaz:
https://doaj.org/article/44eb5a939545422ca048e4b8c5d7aaea
Publikováno v:
Sensors, Vol 22, Iss 9, p 3247 (2022)
Real-time representation of the current performance of structures is an important task for perceiving potential danger in in-service bridges. Methods driven by the multisource sensing data of structural health monitoring systems are an effective way
Externí odkaz:
https://doaj.org/article/4800e441c5654fe0a9aeb73fee784889
Publikováno v:
Advances in Mechanical Engineering, Vol 9 (2016)
Using theoretical modeling combined with monitoring data, the typical dynamic and static behaviors of a continuous steel truss arch railway bridge are evaluated. The dynamic behavior involves an impact factor induced by the action of running trains,
Externí odkaz:
https://doaj.org/article/ff4de4edab7744fe8895e82b9ee5aefc
Publikováno v:
Shock and Vibration, Vol 2016 (2016)
This paper presents an investigation of the wind-induced buffeting responses of the Jiashao Bridge, the longest multispan cable-stayed bridge in the world. A three-dimensional finite element model for the Jiashao Bridge is established using the comme
Externí odkaz:
https://doaj.org/article/156f05105b8147c1a47816f7524eef9b
Publikováno v:
Shock and Vibration, Vol 2015 (2015)
Making use of long-term transverse vibration monitoring data of DaShengGuan Bridge, the early-warning method of train running safety of the high-speed railway bridge is established by adopting principal component analysis (PCA) method. Firstly, the r
Externí odkaz:
https://doaj.org/article/edeecdac23a445e682f0a7d6af86e991
Publikováno v:
The Scientific World Journal, Vol 2015 (2015)
Nanjing Dashengguan Bridge, which serves as the shared corridor crossing Yangtze River for both Beijing-Shanghai high-speed railway and Shanghai-Wuhan-Chengdu railway, is the first 6-track high-speed railway bridge with the longest span throughout th
Externí odkaz:
https://doaj.org/article/2e868349f67f42d49bf535a688c6b88b
Autor:
Shou-Wang Sun Shou-Wang Sun, Zhi-Wen Wang Shou-Wang Sun, You-Liang Ding Zhi-Wen Wang, Zi-Xiang Yue You-Liang Ding
Publikováno v:
電腦學刊. 33:037-050
The vertical deflection of the main girder on a cable-stayed bridge is a direct reflection of the vertical stiffness of bridge structure, which represents the comprehensive mechanical performance of cable-stayed bridge. Compared with the deflection c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86ae78ca9edfb33c31e0eec9a0d47a58
https://doi.org/10.53106/199115992022123306003
https://doi.org/10.53106/199115992022123306003
Publikováno v:
Journal of Civil Structural Health Monitoring. 13:251-267
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc4a9192a03e0bf18fbbdcc404322d2b
https://doi.org/10.1007/s13349-022-00635-8
https://doi.org/10.1007/s13349-022-00635-8
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2019, Vol. 63 Issue 4, p1125-1138. 14p.
Publikováno v:
Periodica Polytechnica Civil Engineering.
To accurately evaluate the influence of the actual tension and compression state and stress ratio at the deck-to-rib welding seam position on the fatigue life of a bridge deck, this paper establishes a coupled stress analysis model that considers the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ce6fefaa02183c6a5463d6d8b9e602e
https://doi.org/10.3311/ppci.14250
https://doi.org/10.3311/ppci.14250