Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Yuanming, Dou"'
Autor:
Luliang Liu, Yuanming Dou
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
In order to study the tensile properties of a high-density polyethylene (HDPE) geonet for rainwater scour resistance and the micro properties of HDPE after tensile failure, a series of tensile tests on the HDPE geonet were carried out by the material
Externí odkaz:
https://doaj.org/article/b14cc5632c9a420bbbc23cf92bb96502
Publikováno v:
Mathematics, Vol 10, Iss 8, p 1264 (2022)
The material foundation of soil and water conservation is built on the integrity of the highway plant slope. The proportional relevance of the components that affect slope quality was evaluated based on an environmental assessment and the actual char
Externí odkaz:
https://doaj.org/article/32401941aaaf48b39c79c684218e6af4
Publikováno v:
Journal of Engineering Science and Technology Review, Vol 10, Iss 5, Pp 68-75 (2017)
Externí odkaz:
https://doaj.org/article/52ac49bb9d654e6ca1081f472d7a9b67
Publikováno v:
Journal of Engineering Science and Technology Review, Vol 10, Iss 4, Pp 124-131 (2017)
Externí odkaz:
https://doaj.org/article/b4f93624fd3140d4a791bb293c22ecd6
Autor:
Yajun Zhao, Yuanming Dou
Publikováno v:
Chemical Engineering Transactions, Vol 62 (2017)
In this paper, based on the corrosion of corrosive environment, the characteristics of prestressed concrete structures with bonded steel strand were studied. It can provide a reference for the durability evaluation and design of prestressed concrete
Externí odkaz:
https://doaj.org/article/621c3ace2d874df2b0a83faf63947553
Autor:
Yajun Zhao, Yuanming Dou
Publikováno v:
KSCE Journal of Civil Engineering. 24:3289-3299
A simulation method for nonstationary process is proposed based on the ensemble empirical mode decomposition (EEMD) and the empirical envelope (EE) methods: the EEMD is used to decompose a nonstationary process into several mono-component signals, an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0ac0854427beadb68dfc88debf302d4
https://doi.org/10.1007/s12205-020-5478-9
https://doi.org/10.1007/s12205-020-5478-9
Publikováno v:
DYNA. 93:301-307
Para predecir las leyes de deformacion de un puente bajo cargas de trafico e identificar los principales factores que influyen en el desplazamiento maximo de la estructura, este estudio llevo a cabo pruebas estaticas y de fatiga en siete muestras de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e6dcbab0df95212d23a94419701f998
https://doi.org/10.6036/8737
https://doi.org/10.6036/8737
Publikováno v:
Journal of Engineering Science and Technology Review, Vol 10, Iss 4, Pp 124-131 (2017)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a3890002bc66302637dad0f29d825d2a
https://doi.org/10.25103/jestr.104.17
https://doi.org/10.25103/jestr.104.17
Publikováno v:
Tunnelling and Underground Space Technology. 91:102988
Ground liquefaction is one of the severest threats that ensue subsequent damage to the subway underground structure during and after strong earthquakes. However, few studies on the seismic response of large-scale subway underground structures in liqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53a8e0eac3d0dbb2f09e0c2e8150f9d0
https://doi.org/10.1016/j.tust.2019.05.018
https://doi.org/10.1016/j.tust.2019.05.018
Publikováno v:
Mathematical Problems in Engineering; 2/10/2020, p1-12, 12p