Zobrazeno 1 - 10
of 102
pro vyhledávání: '"Chung Yue Wang"'
Autor:
Nguyen Ngoc Thang, Chung-Yue Wang
Publikováno v:
Applied Sciences, Vol 14, Iss 15, p 6523 (2024)
This paper studies elastic stress wave propagation generated by an impact in a system consisting of a moving striker rod and an initially stationary semi-infinite rod. This research emphasizes the role of different general impedances in affecting the
Externí odkaz:
https://doaj.org/article/946151ca3af34f5cac73a0ea0371803b
Publikováno v:
Sensors, Vol 24, Iss 13, p 4230 (2024)
This paper presents an in-depth study of the stress wave behavior propagating in a Rayleigh–Love rod with sudden cross-sectional area variations. The analytical solutions of stress waves are derived for the reflection and transmission propagation b
Externí odkaz:
https://doaj.org/article/78695d045c2d47d18d34d821712193fc
Publikováno v:
Drones, Vol 7, Iss 6, p 342 (2023)
Crack development is a clear indicator of the durability of concrete bridges. Traditional bridge inspections that rely inspectors to climb on bridges with lift cars are unsafe for inspectors and also time- and labor-consuming. Therefore, this researc
Externí odkaz:
https://doaj.org/article/d3046d9c750d47bbb6fb27efb8253fdb
Publikováno v:
Applied Sciences, Vol 12, Iss 21, p 11012 (2022)
The determination of existing cable forces is essential for evaluating the performance of bridges. The vibration technique is preferred among available practical methods because it is simple, fast, and economical. To apply this method, many researche
Externí odkaz:
https://doaj.org/article/a388e82bb02145d8a68a23552cbab4fd
Publikováno v:
Nondestructive Testing and Evaluation. :1-24
Publikováno v:
Insight - Non-Destructive Testing and Condition Monitoring. 64:589-597
Currently, flexural wave impulse response (IR) tests, which provide better accessibility for inspecting the partially exposed foundations of in-service bridges or buildings, are not used for frequency analysis due to the dispersion characteristics of
Publikováno v:
Research and Developments in Engineering Research Vol. 3 ISBN: 9788119217458
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::960df19d7c0186c397a1a986e1d0d228
https://doi.org/10.9734/bpi/rader/v3/9770f
https://doi.org/10.9734/bpi/rader/v3/9770f
Publikováno v:
Journal of Mechanics. 38:345-366
Most of the existing analytical solutions to the vibration of cable networks interconnected by cross-ties are developed based on string theory, where the effect of cable bending rigidity on cable vibration is ignored. However, the bending rigidity of
Publikováno v:
Journal of Mechanics. 38:491-508
Analysis of a single-span bridge with rubber bearing as the isolation system is performed under earthquakes. The conventional bridge seismic design requires the whole structure to be perfectly connected to avoid interrupting the transfer of earthquak
Publikováno v:
Proceedings of the 5th International Conference on Rehabilitation and Maintenance in Civil Engineering ISBN: 9789811693472
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17ac05c59d5aa830ab66df1c2416fa4d
https://doi.org/10.1007/978-981-16-9348-9_23
https://doi.org/10.1007/978-981-16-9348-9_23