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pro vyhledávání: '"Fangwen Weng"'
Autor:
Fangwen Weng, Fuxing Liu
Publikováno v:
Advances in Civil Engineering, Vol 2023 (2023)
The continuous rigid structure bridge on both sides of the Quanzhou Bay Crossing Bridge uses double-limbed thin-walled flexible piers for the junction piers between the links, and the whole bridge has no bearings. In China, the monolithic bearing-fre
Externí odkaz:
https://doaj.org/article/f9672a0b897748fc8bf16ec8f067a1ba
Autor:
Fangwen Weng, Xiangui Li
Publikováno v:
Advances in Civil Engineering, Vol 2023 (2023)
The hydrodynamic problems associated with the construction of the sea-crossing bridge were proposed. The deep-water approach bridge on both sides of the main bridge of Fuzhou Xiamen high-speed railway adopts the bearingless prestressed concrete integ
Externí odkaz:
https://doaj.org/article/9317c39447d64c8a9192824bd5e1b162
Autor:
Fangwen Weng, Jun Du
Publikováno v:
Frontiers of Engineering Management. 8:151-155
Publikováno v:
IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation.
The piers no.19~21 of the main bridge of China-Maldives Friendship Bridge are V-shaped piers, which are constructed by the method of "cast-in-place slant legs with cable-stayed connection and hanging section + cast-in-place block no.0 with inner supp
Publikováno v:
IABSE Reports.
In actual engineering, the assembly error of the beam in the construction process may cause the system linearity not to meet the design requirements. In this paper, the zero-moment method is proposed to study the construction of continuous large span