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《Henan Science》 2017-07
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Vibration Characteristics of the Superstructure and the Monolithic Track Bed of Metro Viaduct

TANG Jiyi;LUO Yanyun;LIN Ping;Institute of Rail Transit,TONGJI University;Ningbo Rail Transportation Group Co.Ltd.;  
Taking the viaduct of Ningbo Rail Transit Line 1 as an example,through field test,from the three aspects of the vibration acceleration level,the vibration acceleration spectrum and the vibration acceleration level 1/3 octave,we make comparative analysis of vibration of rail,ballast,roof,flange plate,the web plate and the bottom plate.The vibration acceleration level,the frequency of the vibration and the transmission law of the vibration in the track bed and the upper structure of the elevated bridge are obtained.The results show that the rail vibration acceleration level is the highest,and the vibration acceleration level of ballast,roof,flange,the web plate and the bottom plate are similar.The vibration acceleration of ballast,roof,flange,the web plate and the bottom plate have excellent frequency in the range of 40-70 Hz.Vibration acceleration level 1/3 octave curve of ballast,roof,flange,the web plate and the bottom plate are close and vibration spectrum characteristics don’t change significantly.
【Fund】: 国家自然科学基金资助项目(51678446)
【CateGory Index】: U213.7;U441.3
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