Abstract：At first，the authors analyze to the experiment date of the bridge pier with highiise pile cap under dynamic loading. Then，according to these date，the authors set up a finite element model to compute the response of bridge pier with highrise pile cap under dynamic loading. By contrasting with the different responses between the pier with high-rise pile cap and the pier with low —:ise pile cap，the authors find many facts which are important to design the bridge pier
周海林，刘宝琛. 高承台桥墩在列车荷载下的振动试验及有限元分析[J]. 铁道工程学报, 2000, 17(3): 36-40.
ZHOU Ha-lin，LIU Bao-cheng. EXPERIMENT AND FINITE ELEMENT ANALYSIS OF BRIDGE PIER WITH HIGHRISE PILE CAP UNDER DYNAMIC TRAIN LOADING. Journal of Railway Engineering Society, 2000, 17(3): 36-40.
2000, Vol. 17 
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