@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-2Šª ”NF 1994”N •ÅF 1669-1674•Å ’˜ŽÒi˜ajF ì’[ ˆêŽO, ¬’J r‰î, —Ñ ŽO—Y, Έä FK, ’ºŽg쌴 ³b, ‰ÂŽ™ ’·‰p ƒ^ƒCƒgƒ‹i˜ajF “S‹ØƒRƒ“ƒNƒŠ[ƒg‘¢‘Ïk•Ç‚Ì“®“I‰ž“š“Á« ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF lchizou kAWABATA, Shunsuke OTANI, Mitsuo HAYASHI, Takayuki lSHII, Masaomi TESHIGAWARA, Nagahide KANI ƒ^ƒCƒgƒ‹i‰pjF EARTHQUAKE RESPONSE CHARACTERISTLCS OF REINFORCED CONCRETE STRUCTURAL WALLS ´˜^i‰pjF
This paper describes the analytical study on the earthquake response characteristics of RC structural walls in plane frames. Variables of the structures are building height and ratio of the base overturning moment resisted by structural walls. Nonlinear static and earthquake response analyses of each frame were carried out. The shear force and bending moment in the wall calculated by the analyses were compared Vertical distribution of earthquake response forces is discussed. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W