@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€u‰‰W VolF 7Šª ”NF 1986”N •ÅF 1207-1212•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Hirokazu IEMURA, Hiroyuki GESHI, Shigeki MAEDA ƒ^ƒCƒgƒ‹i‰pjF HYBRID EXPERIMENTS ON INELASTIC FLEXUAL EARTHQUAKE RESPONSE OF RC MEMBERS WITH VARYING AXIAL FORCES ´˜^i‰pjF
To examine inelastic flexural behavior of reinforced concrete members under varying high axial forces, digital computer controlled experiments of static and earthquake loading are conducted. Results of static tests are compared with stress-strain based analytical ones to find the interaction curves between axial force and resisting bending moment. Loading tests of earthquake response with varying axial force give unsymmetric unique hysteretic restoring forces, I.e., high resistance but low ductility in lower axial force region and low resistance but high ductility for higher axial force region. Tested results suggest necessity of checking both resisting strength and ductility for designing. Effects of spiral hoops to confine concrete for high ductility are verified. Stress-strain based modeling of the inelastic behavior of members and computation of the earthquake response of structures are presented in other two papers in the proceeding of this symposium. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W