抄録
This paper describes the earthquake response analyses for a high-rise building considering soil-structure interaction. The object building of 67.7m height is made of steel and concrete filled steel tube. Earthquake observation data are recorded by accelerometers attached to several stories of the building, ground surface and 30m under ground. The analysis model is multi-degree of freedom system considering sway and rocking of foundation. The response analyses of the building considering soil-structure interaction corresponded to observation records.
