ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
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•ÅF |
1399-1404•Å
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’˜ŽÒi˜ajF |
ŽR“c@–¾C—é–Ø@ŽOŽl˜YCó–ì@Kˆê˜Y
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ƒ^ƒCƒgƒ‹i˜ajF |
‘Ï—Í•Ç‚Ì•ÎÝ‚ðl—¶‚µ‚½Ž²‘g–Ø‘¢Œš•¨ƒ‚ƒfƒ‹‚Ì’nk‰ž“š“Á«
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´˜^i˜ajF |
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ƒL[ƒ[ƒhi˜ajF |
’nk‰ž“š‰ðÍCŽ²‘g–Ø‘¢Œš•¨C•Ç—¦C•ÎS—¦
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Akira Yamada, Sanshiro Suzuki, Koichiro Asano
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ƒ^ƒCƒgƒ‹i‰pjF |
Earthquake Response Characteristics of Wooden-framed House Models considering eccentric Shear Walls
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´˜^i‰pjF |
This paper presents the earthquake response characteristics of wooden-framed house models considering eccentric shear walls. The effect of increase of the wall ratio, of which the wall is perpendicular to the eccentric direction, on the torsional vibration control is examined. Relationships among the eccentric ratio, the wall ratio and the damage level of the models subjected to earthquake input motions are presented. Larger eccentric ratio makes the ductility factor response increase. In case of one axial eccentric model, when the wall ratio perpendicular to the eccentric direction has twice of the one of eccentric direction, the damage level would be the same to the one of the non-eccentric model.
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ƒL[ƒ[ƒhi‰pjF |
Earthquake response analysis, Wooden-framed houses, Wall ratio, Eccentric ratio
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‹LŽ–‹æ•ªF |
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |