@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-2Šª ”NF 1994”N •ÅF 1429-1434•Å ’˜ŽÒi˜ajF –k–ì@“Ö‘¥, Œã“¡@N–¾, é@U ƒ^ƒCƒgƒ‹i˜ajF •ÇŽ®‚q‚b‘¢•ÇƒXƒ‰ƒuŒð·•”‚Ì—ÍŠw“I«”\ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Atsunori KITANO, Yasuaki GOTO, Osamu JOH ƒ^ƒCƒgƒ‹i‰pjF SEISMIC BEHAVIOR OF REINFORCED CONCRETB WALL-SLAB JOINTS IN FRAMELESS STRUCTURE SYSTEM SUBJECTED TO OUT-PLANE LOADING ´˜^i‰pjF
Experimental data on seismic performance of R/C wall-hollow slab connections were obtained by loading tests of three units with actual scale subjected to vertical and out-plane lateral forces. The test results showed that the load combination and the arrangement of reinforcements in the walls and slabs affected crack patterns and failure models. The cracking and shear strengths of the wall-slab connections were estimated by using some previous equations proposed for R/C beam-column joints. Analytical models on the Ultimate bending strength of composite hollow slabs were discussed in consideration with T-shape slab cross-section. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W