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摘要:
The vibrations induced by railway traffic can affect the stability of structures, buildings and buried structures. To evaluate this impact, this study was carried out considering the case of the Regional Express Train which will connect Dakar to Blaise Diagne International Airport. For that, the modeling software Plaxis dynamic [1], able to generate harmonic loads, is used and permitted to have a dynamic analysis and comparison between static and dynamic load for one passage of the train for 2.56 s. In the modeling, two behavior laws were used those of Mohr Coulomb for the layers of soil, embankments and the form layer, and then the linear elastic model for the rest of the elements. The results obtained showed extreme vertical displacements 40.18 mm for the building and when no load is applied on the track, there was 40.24 mm for a static load, and 40.17 mm for a dynamic load. Also, it was observed for the track a displacement of 33.73 mm for a static load and 19.83 mm for a dynamic load. However, further studies are necessary to take into account the permanent deformation after an accurate cycle of train passage in order to better evaluate the railway traffic impact.
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篇名 Railway Traffic Vibration Impact Analysis on Surrounding Buildings by FEM—Case Study: TER (Regional Express Train) Dakar—AIBD
来源期刊 地质材料(英文) 学科 医学
关键词 FEM Modelling Impact Vibrations RAILWAY TRAFFIC HARMONIC Loads
年,卷(期) dzclyw_2019,(1) 所属期刊栏目
研究方向 页码范围 17-28
页数 12页 分类号 R73
字数 语种
DOI
五维指标
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FEM
Modelling
Impact
Vibrations
RAILWAY
TRAFFIC
HARMONIC
Loads
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地质材料(英文)
季刊
2161-7538
武汉市江夏区汤逊湖北路38号光谷总部空间
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104
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0
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