Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Hong-Tao Bi"'
Autor:
Fang Zhang, Meng-Meng Yang, Yi-Chen Guo, Meng-Yuan Wang, Hong-Xia Yang, Ming Zhang, Cen Li, Li-Xin Wei, Hong-Tao Bi
Publikováno v:
Traditional Medicine Research; Mar2024, Vol. 9 Issue 3, p1-11, 11p
Autor:
Yan Li, Hong Tao Bi
Publikováno v:
Key Engineering Materials. 574:177-184
This paper presents an optimization model for investigating the influence on the ratio of side to main span in low-pylon cable-stayed bridge. Based on the structural analysis theory of cable-stayed bridge and combined with engineering practical, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5278e6cfcd7b8595c07fd9f81670d4a1
https://doi.org/10.4028/www.scientific.net/kem.574.177
https://doi.org/10.4028/www.scientific.net/kem.574.177
Publikováno v:
Key Engineering Materials. 574:163-175
The safety and load-bearing capacity of an in-service urban reinforced concrete slant leg rigid frame bridge over railway is assessed by field testing and finite element analysis. The bridge is located in Qitaihe city, the northeastern of China. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22096e4545656716514042daa5724368
https://doi.org/10.4028/www.scientific.net/kem.574.163
https://doi.org/10.4028/www.scientific.net/kem.574.163
Investigation on Adhesive Behavior between Binder and Aggregate by Vialit Test under Low Temperature
Publikováno v:
Advanced Materials Research. 723:389-396
Raveling, mainly caused by interfacial failure between binder and aggregate or cohesive failure of asphalt mortar, is one of the major causes of premature failure in asphalt pavements, and it also accelerates the severity of other distresses. The exp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d0ac6ea28bf122144f82d7e5c55057f
https://doi.org/10.4028/www.scientific.net/amr.723.389
https://doi.org/10.4028/www.scientific.net/amr.723.389
Autor:
Hong Tao Bi, Liang Wu
Publikováno v:
Applied Mechanics and Materials. 274:490-495
In this paper, combined with the background engineering, according to the cable-stayed bridge's design theory, through the adjustment of cable force to change the structure's internal force by using the big general finite element method software whic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::699d966c8347c2a07a2a59bfd00cd56a
https://doi.org/10.4028/www.scientific.net/amm.274.490
https://doi.org/10.4028/www.scientific.net/amm.274.490