Xiang et al., 2021 - Google Patents
Creep effect on the dynamic response of train-track-continuous bridge systemXiang et al., 2021
View PDF- Document ID
- 5422071395669815889
- Author
- Xiang P
- Wei M
- Sun M
- Li Q
- Jiang L
- Liu X
- Ren J
- Publication year
- Publication venue
- International Journal of Structural Stability and Dynamics
External Links
Snippet
The influence of track irregularity and deck deformation on the running safety of high-speed railway (HSR) trains is investigated, with emphasis placed on those caused by the creep of continuous prestressed bridges. A bridge model is established with CRTS II ballastless track …
- 230000000694 effects 0 title abstract 3
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
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