@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€u‰‰W VolF 7Šª ”NF 1986”N •ÅF 1471-1476•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Hachiro UKON, Takuya WADA, Takashi MATSUMOTO, Danilo RISTIC, Chojiro MIMURA, Shojiro NAKAUE ƒ^ƒCƒgƒ‹i‰pjF STRESS-STRAIN BASED INELASTIC EARTHQUAKE RESPONSE ANALYSIS OF RC FRAME STRUCTURES WITH VARYING AXIAL FORCES ´˜^i‰pjF
This paper presents a method of stress-strain based inelastic earthquake response analysis of RC frame structures with varying axial forces. The basic analytical model in this study is a 2-dimensional frame structure and the material non-linearity of an RC element is assessed by using so-called "a fiber model" based on stress-strain relation. The equation of motion is solved by a time integrating scheme. This study is the third and final part of our research project. The first study is an experimental study to examine the collapse of an RC beam with a varying high axial force. The second one is a basic study of inelastic flexural behavior of an RC beam based on stress-strain relation. Both of those studies have been conducted at the Yamada Lab. of Kyoto University, and they are presented in the proceeding of this symposium. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W