@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-2Šª ”NF 1994”N •ÅF 1681-1686•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Mitsuo HAYASHI, Takayuki ISHII, Shunsuke OTANI, Hiroto KATO, Shin OKAMOTO ƒ^ƒCƒgƒ‹i‰pjF EARTHQUAKE RESPONSE ON PRESTRESSED CONCRETE STRUCTURES ´˜^i‰pjF
This paper describes the results of nonlinear earthquake response analyses of concrete frame buildings, varying the hysteretic models, which represent (1) the fully prestressed concrete (PC), (2) the partially prestressed concrete (PPC), and (3) the normal reinforced concrete (RC). It is shown that the response of the buildings increases in the order of RC, PPC and PC construction; especially the response amplitude of the PC building was significantly larger than the corresponding PPC and RC buildings. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W