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마호성(Ho-beong Mha),박병진(Byung Jin Park),이덕주(Duk Ju Lee) 호서대학교 공업기술연구소 2007 공업기술연구 논문집 Vol.26 No.1
The dynamic behaviors of the pile-foundation of a bridge under earthquakes is analyzed to see the effect of the near-by soil foundation to the pile, using the commercial code MIDAS GTS . The soil-structure interaction(SSI) is examined by comparing the results of pile-foundation from both models with and without including the upper bridge mass. The displacements and accelerations of the pile at the different depths are evaluated and the maximum values obtained from time-histories of each value are depicted. The amplification and effect of SSI can be seen from the results.