@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 8-2Šª ”NF 1990”N •ÅF 1155-1160•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Hirokazu YOSHIOKA, Yutaka INOUE ƒ^ƒCƒgƒ‹i‰pjF ELASTO-PLASTIC RESPONSE ANALYSIS OF STRUCTURE WITH ECCENTRICITY SUBJECTED TO TORSIONAL GROUND EXCITATION ´˜^i‰pjF
Elasto-plastic response of a structure with eccentricity on a rigid foundation embedded into an elastic half space subjected to a horizontally travelling earthquake motion is analyzed in time domain. A mathematical model in this analysis is composed of an upper structure supported by four elasto-plastic columns on a rigid square foundation and elastic soil ground. Concluding remarks from response analysis are : (1) In case of a slightly interacted structure with soil ground, torsional deformation of an upper structure is suppressed by its elasto-plastic energy dissipation. (2) Torsional ground excitation affects torsional deformation of a foundation sensitively. On the other hand, torsional deformation of an upper structure is influenced mainly by the natural period of the first torsional mode. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W