Cargando…
Mechanical Behaviors and Fatigue Performances of Ballastless Tracks Laid on Long-Span Cable-Stayed Bridges with Different Arrangements
In this paper, we present a new attempt to lay ballastless tracks on long-span cable-stayed bridges on high-speed railways. The arrangements of ballastless tracks laid on cable-stayed bridges can be divided into two conditions: (i) across the cable suspension-point cross-section or (ii) in discontin...
Autores principales: | Sheng, Xingwang, Zheng, Weiqi, Zhu, Zhihui |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2019
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6806123/ https://www.ncbi.nlm.nih.gov/pubmed/31569677 http://dx.doi.org/10.3390/s19194195 |
Ejemplares similares
-
Experimental Study on Vibration Characteristics of Unit-Plate Ballastless Track Systems Laid on Long-Span Bridges Using Full-Scale Test Rigs
por: Zheng, Weiqi, et al.
Publicado: (2020) -
Static and Dynamic Characteristics of a Long-Span Cable-Stayed Bridge with CFRP Cables
por: Xie, Xu, et al.
Publicado: (2014) -
Life-Cycle Cost Analysis of Long-Span CFRP Cable-Stayed Bridges
por: Liu, Yue, et al.
Publicado: (2022) -
Seismic response of CRTS II ballastless track-bridge system considering the damage of track structure
por: Yan, Bin, et al.
Publicado: (2021) -
Fatigue Performance of the CA Mortar Used in CRTS I Ballastless Slab Track under Simulated Servicing Condition
por: Shan, Yuchuan, et al.
Publicado: (2018)