[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Xiang et al., 2021 - Google Patents

Creep effect on the dynamic response of train-track-continuous bridge system

Xiang 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 …
Continue reading at www.researchgate.net (PDF) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/30Metal

Similar Documents

Publication Publication Date Title
Xiang et al. Creep effect on the dynamic response of train-track-continuous bridge system
Zhai et al. Train–track–bridge dynamic interaction: a state-of-the-art review
Arvidsson et al. Train–bridge interaction–a review and discussion of key model parameters
Xia et al. Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load
Çeçen et al. Modal and harmonic response analysis of new CFRP laminate reinforced concrete railway sleepers
Jiang et al. Running safety and seismic optimization of a fault-crossing simply-supported girder bridge for high-speed railways based on a train-track-bridge coupling system
Galvín et al. Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation
Guo et al. Static and dynamic response characteristics of a ballastless track structure of a high-speed railway bridge with interlayer debonding under temperature loads
Fu et al. Fatigue evaluation of cable-stayed bridge steel deck based on predicted traffic flow growth
Sañudo et al. Study on different solutions to reduce the dynamic impacts in transition zones for high-speed rail
Yan et al. Influence of interface crack on dynamic characteristics of CRTS III slab ballastless track on bridge
Wu et al. Dynamic behavior of precast epoxy asphalt track bed for transition zone in high-speed railway: A numerical approach
Podworna et al. Vertical vibrations of composite bridge/track structure/high-speed train systems. Part 1: Series-of-types of steel-concrete bridges
Francisco et al. Short soil–binder columns in railway track reinforcement: three–dimensional numerical studies considering the train–track interaction
Guo et al. Seismic analysis of high-speed railway bridge-CRTS III slab ballastless track system under transverse earthquake
Liu et al. Investigating earthquake-induced irregularity based on post-earthquake running performance analysis of track-bridge system
Feng et al. Dynamic “disengagement-closure” contact characteristics of track–bridge interface caused by high-speed train under side pier settlement
Xu et al. Study on the Stress Histories and Fatigue Stress Spectrums of Longitudinal Connected Slab Track on Bridge During Service Life
Choi Prediction of displacement induced by tilting trains running on ballasted tracks through measurement of track impact factors
Nguyen et al. Dynamic effect of high speed railway traffic loads on the ballast track settlement
Liu et al. Fatigue properties of OSD in large cantilever cable-stayed bridge on highway-railway layer
Gustavson et al. Infuence of cracked sleepers on the global track response: Coupling of a linear track model and nonlinear finite element analyses
Baniček et al. Development of a new and modification of existing elastic clips for rails fastening
Matsumoto et al. Some experiences on track-bridge interaction in Japan
Klasztorny et al. Influence of random track irregularities on dynamic response of bridge/track structure/high-speed train systems