2016
DOI: 10.1007/s13296-016-0104-x
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Dynamic responses of a cable-stayed bridge under a high speed train with random track irregularities and a vertical seismic load

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Cited by 19 publications
(6 citation statements)
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“…At time t the location of the k th moving load is located by x k . The relative positions of the moving load to left and right nodes of i th tunnel element are [20,34] ,…”
Section: Oceanography and Fisheries Open Access Journal Trainloads Modelingmentioning
confidence: 99%
See 1 more Smart Citation
“…At time t the location of the k th moving load is located by x k . The relative positions of the moving load to left and right nodes of i th tunnel element are [20,34] ,…”
Section: Oceanography and Fisheries Open Access Journal Trainloads Modelingmentioning
confidence: 99%
“…Therefore, a study considering a real train model is very important for the realization of SFT. More sophisticated train models have been developed and the dynamic responses of bridges under these trains have been evaluated [18][19][20]. However, such models need to be implemented for the dynamic analysis of SFT to replicate the realistic structural responses.…”
Section: Introductionmentioning
confidence: 99%
“…Jiantao et al [16] studied the simplified design method of transverse metal dampers for cable-stayed bridges. Mu et al [17] investigated the dynamic responses of a cable-stayed bridge under a high-speed train with random track irregularities and a vertical seismic load. Mouloud et al [18] summarized the influence of spatial variability of ground motion on nonlinear dynamic characteristics of cable-stayed bridges.…”
Section: Introductionmentioning
confidence: 99%
“…Under high-speed conditions, the train derailment form is variable, the mechanism of action is complex, and the nonlinear characteristics are more obvious [8]. The effects of side wind, earthquake, track bulge, or structural component failure on the operational safety of high-speed trains have been studied by many scholars [9][10][11][12][13][14]. However, research on the derailment process which is caused by over-speed on a curve is scarcer.…”
Section: Introductionmentioning
confidence: 99%