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- W2384855773 abstract "Based on predictions of the vibration impact on Bell Tower foundation induced by Metro Line 2 and Line 6 in Xi'an,dynamic responses of the foundation of Bell Tower is studied.The stability of the wooden structure and the foundation of Bell Tower are assessed.Then,the excitations provided by China academic of railway science are applied on the inverted arch structures to obtain dynamic response in the soil and foundation of Bell Tower.Based on the dynamic finite element model of ABAQUS,tunnel-vibration isolation pile-soil-foundation of Bell Tower system in different cases are analyzed.Calculation and comparative analysis for response of receiver points on the foundation of Bell Tower induced by metro line 2 and line 6 are made in many cases to analyze the vibration reduction effects for the different running modes and maintenance measures.The results attained would be significant to the prediction of the vibrating effects on buildings induced by train running on metro." @default.
- W2384855773 created "2016-06-24" @default.
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- W2384855773 date "2010-01-01" @default.
- W2384855773 modified "2023-09-27" @default.
- W2384855773 title "Dynamic response analysis of Bell Tower foundation induced by train running on metro in Xi'an" @default.
- W2384855773 hasPublicationYear "2010" @default.
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