Finite element analysis of structure-borne vibration from high-speed train

研究成果: Article同行評審

57 引文 斯高帕斯(Scopus)

摘要

Finite element analyses were used to investigate the behavior of the building vibration induced by high-speed trains moving on bridges. The model includes the bridge, nearby building, soil and train. Finite element results indicate that trainload frequencies are more important than the natural frequencies of bridges and trains for building vibrations. If the building natural frequencies approach to the trainload frequencies, which equal an integer times the train speed over the compartment length, the resonance occurs and the building vibration will be large. Moreover, the vibration shape is similar to the mode shape of the resonance building frequency. To isolate the building vibration induced by moving trains, this paper investigates three common types of foundations, which include the extension of retaining walls, pile foundation and soil improvement around the building. Soil improvement around the building is the best way to reduce the building vibration both in horizontal and vertical directions.

原文English
頁(從 - 到)259-273
頁數15
期刊Soil Dynamics and Earthquake Engineering
27
發行號3
DOIs
出版狀態Published - 2007 三月

All Science Journal Classification (ASJC) codes

  • 土木與結構工程
  • 岩土工程與工程地質
  • 土壤科學

指紋

深入研究「Finite element analysis of structure-borne vibration from high-speed train」主題。共同形成了獨特的指紋。

引用此