@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€u‰‰W VolF 7Šª ”NF 1986”N •ÅF 1093-1098•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Mitsuhiro KAWANO, Takahiro ONOGI, A. FUNAKOSHI ƒ^ƒCƒgƒ‹i‰pjF RESPONSE CHARACTERISTICS OF SOIL-STRUCTURE INTERACTION SYSTEM TO SEISMIC GROUND MOTION WITH CONSIDERATION OF UNCERTAIN SOIL PROPERTY AND SOURCE MECHANISM ´˜^i‰pjF
In this paper, the inertia and kinematic interactions of a rectangular foundation on a semi-infinite random medium are estimated to investigate the influence of heterogeneous soil property on seismic response of the foundation system. Moreover, the sensitivity of a soil-structure interaction system is investigated in relation to the establishment of a reasonable seismic design methodology of the structural system. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W