Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Bingyue Song"'
Publikováno v:
Applied Sciences, Vol 13, Iss 20, p 11448 (2023)
A new boundary treatment considering uniform particle distribution using additive boundary particles for the incompressible smoothed particle hydrodynamics (ISPH) method is proposed. With this new boundary treatment, the solid boundary can be easily
Externí odkaz:
https://doaj.org/article/50ac37c4cc3c4abcb2d31ae4a39e5dc0
Publikováno v:
Applied Sciences, Vol 13, Iss 10, p 6216 (2023)
In order to assess the effectiveness of reconstructed energy dissipation facilities (EDFs) in open channels at hydropower stations, hydraulic prototype observation (HPO) tests are conducted to investigate the characteristics of discharge flow and the
Externí odkaz:
https://doaj.org/article/96d91ef097e447d1b2a6e78d87185c1a
Publikováno v:
Advances in Mechanical Engineering, Vol 11 (2019)
A 203 m-high concrete gravity dam is a huge structure for which the dynamic responses, damage mechanism, and safety evaluation under an intense earthquake need to be investigated carefully and in detail. This article presents the results of the dynam
Externí odkaz:
https://doaj.org/article/ad6e3397cda341828de0d4f4fff76d6f
Publikováno v:
Complexity, Vol 2019 (2019)
A 203-m-high gravity dam being built in earthquake-prone areas needs to be investigated very carefully to determine its dynamic responses, damage mechanism, and safety evaluation. The dynamic characteristics, seismic responses, failure mode, and safe
Externí odkaz:
https://doaj.org/article/288fd55693e34efd884eb9552f271ed7
Publikováno v:
Complexity, Vol 2018 (2018)
An effective approach is introduced to predict the magnitude of reservoir-triggered earthquake (RTE), based on support vector machines (SVM) and fuzzy support vector machines (FSVM) methods. The main influence factors on RTE, including lithology, roc
Externí odkaz:
https://doaj.org/article/07448b026c294fc9a257ac1020e6a709
Publikováno v:
International Journal of Geomechanics. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82a5a2e35f7b7021f4d9a15be22dfd78
https://doi.org/10.1061/(asce)gm.1943-5622.0002397
https://doi.org/10.1061/(asce)gm.1943-5622.0002397
Publikováno v:
Complexity, Vol 2019 (2019)
A 203-m-high gravity dam being built in earthquake-prone areas needs to be investigated very carefully to determine its dynamic responses, damage mechanism, and safety evaluation. The dynamic characteristics, seismic responses, failure mode, and safe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::303d653145e6cd15da8bf02b5d9d1c42
https://doi.org/10.1155/2019/7837836
https://doi.org/10.1155/2019/7837836
Autor:
Chongwei Zhang, Bingyue Song
Publikováno v:
Engineering Analysis with Boundary Elements. 90:26-38
Effect of the air entrapped between an overturning wave and a vertical wall plays an essential role in the physical process of wave impact. However, due to complexity of both the physical phenomena and numerical techniques, conventional simulations w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::850cd607d5760e4f283631534f6875e5
https://doi.org/10.1016/j.enganabound.2018.02.004
https://doi.org/10.1016/j.enganabound.2018.02.004
Publikováno v:
Advances in Mechanical Engineering, Vol 11 (2019)
A 203 m-high concrete gravity dam is a huge structure for which the dynamic responses, damage mechanism, and safety evaluation under an intense earthquake need to be investigated carefully and in detail. This article presents the results of the dynam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6fd47c166d8cf225d340723a3eaf0aaa
https://doaj.org/article/ad6e3397cda341828de0d4f4fff76d6f
https://doaj.org/article/ad6e3397cda341828de0d4f4fff76d6f
Publikováno v:
International Journal of Geomechanics. 18
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22cf24edd63283bba3d02e8e067aec86
https://doi.org/10.1061/(asce)gm.1943-5622.0001257
https://doi.org/10.1061/(asce)gm.1943-5622.0001257