2006
DOI: 10.2208/jsceja.62.509
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Dynamic Response Analysis of Elevated Railway Bridges Due to Shinkansen Trains

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Cited by 6 publications
(2 citation statements)
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“…Theoretical studies of bridge vibrations caused by running trains have been actively carried out (Tanabe et al, 1993;Diana et al, 2000;Xia et al, 2001;Kawatani et al, 2004Kawatani et al, , 2006. Recently, efforts have also been made towards clarifying the seismic response of the BTI system.…”
Section: Introductionmentioning
confidence: 99%
“…Theoretical studies of bridge vibrations caused by running trains have been actively carried out (Tanabe et al, 1993;Diana et al, 2000;Xia et al, 2001;Kawatani et al, 2004Kawatani et al, , 2006. Recently, efforts have also been made towards clarifying the seismic response of the BTI system.…”
Section: Introductionmentioning
confidence: 99%
“…Efforts thus far made to develop source models include: those by Furuta et al [1] who, in an attempt to clarify the vibration properties of tracks with low coefficients of spring, developed a model for analyzing coupled bogie-track vibrations and reviewed the model's validity; and those by Kawatani et al [2] who analyzed vibrations of viaducts during the passage of trains using a combination of a three-dimensional car model and a three-dimensional finite element viaduct model and reviewed the validity of the combined method and vibration mitigation measures. Numerous studies have also been conducted on propagation models as well, including a series of studies on highspeed trains by Krylov [3] and a study by Kanda et al [4] on simulation of wave fields.…”
Section: Introductionmentioning
confidence: 99%