A platform for research: civil engineering, architecture and urbanism
The Reinforcement and Optimum Design of JiShan Bridge
In this paper, Jishan Bridge is taken for example to introduce a strengthening method focusing on strengthening the vault and arch foot control sections and making full use of the surplus cross section to thicken the main arch ring, i.e., the special-shaped section arch-strengthening method, and put forward the reasonable construction procedure. Subsequently, the strengthening effect is verified from three aspects: static load test, dynamic reliability-based post-strengthening life prediction and strengthening economic indicators. Finally, the finite element software ANSYS is used for further study on the strengthening Optimum design.
The Reinforcement and Optimum Design of JiShan Bridge
In this paper, Jishan Bridge is taken for example to introduce a strengthening method focusing on strengthening the vault and arch foot control sections and making full use of the surplus cross section to thicken the main arch ring, i.e., the special-shaped section arch-strengthening method, and put forward the reasonable construction procedure. Subsequently, the strengthening effect is verified from three aspects: static load test, dynamic reliability-based post-strengthening life prediction and strengthening economic indicators. Finally, the finite element software ANSYS is used for further study on the strengthening Optimum design.
The Reinforcement and Optimum Design of JiShan Bridge
Applied Mechanics and Materials ; 90-93 ; 879-883
2011-09-08
5 pages
Article (Journal)
Electronic Resource
English
The Reinforcement and Optimum Design of JiShan Bridge
British Library Conference Proceedings | 2011
|Optimum design of composite bridge deck panels
Tema Archive | 1991
|Optimum design of prestressed steel bridge trusses
British Library Conference Proceedings | 1994
|Optimum design of Omnia reinforcement truss concrete plank
Tema Archive | 1994
|Optimum design of FRP rib core bridge deck
British Library Online Contents | 2013
|