@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-2Šª ”NF 1994”N •ÅF 2053-2058•Å ’˜ŽÒi˜ajF •Ÿ–{ ˜a³ ƒ^ƒCƒgƒ‹i˜ajF ‘Ïk•Ç‚©‚猩‚½Ž ‰êŒ§“à‚ÉŒš‚ÂŒš’z•¨‚Ì‘Ïk’l ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Kazumasa FUKUMOTO ƒ^ƒCƒgƒ‹i‰pjF ASEISMATIC CHARACTERISTICS OF BUILDINGS IN SHIGA PREFECTURE FROM THE VIEWPOINT OF SHEAR WALLS ´˜^i‰pjF
The aseismatic characteristics of existing buildings in Shiga prefecture have been examined since the design standards for buildings were revised in 1981 . In both wooden frame dwelling houses conventionally constructed and reinforced concrete buildings for public use, the horizontal length of their shear walls is found to be short and their dispositions unbalanced, which are caused by big open sections and deficiency of number of partitions. Especially wide windows facing the south or north decrease the shear wall area. Then in order to resist a severe earthquake, it is necessary to reinforce the shear walls or to increase the shear wall area. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W