ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
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•ÅF |
1931-1934•Å
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’˜ŽÒi˜ajF |
•Ð–ì@Žj‘åC‘åˆä@ŒªˆêC‘å’Ë@“úo•vC“ˆ˜e@äo•, ˆÉ“¡@‘ñŠC
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ƒ^ƒCƒgƒ‹i˜ajF |
Œ´“_•œ‹A‹@”\‚ð—L‚·‚é“Sœ‰Ë\‚̃Iƒ“ƒ‰ƒCƒ“’nk‰ž“šŽÀŒ±
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´˜^i˜ajF |
-
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ƒL[ƒ[ƒhi˜ajF |
|\‘¢CÚ‡•”Cƒ{ƒ‹ƒgC’´’e«Þ—¿C’nk‰ž“šŽÀŒ±
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Fumihiro Katano, Takumi Ito, Kenichi Ohi, Hideo Otsuka, Yosuke Shimawaki
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ƒ^ƒCƒgƒ‹i‰pjF |
Pseudo-dynamic Response Tests on Steel Frames with Self-returning Mechanism to Original Position
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´˜^i‰pjF |
This paper deals with shape memory alloy, called as SMA. As a first step to assess the ability of this kind of alloy by using in a structural system. A connection installed SMA bolts is proposed as super-elastically joint system. This paper describes sub-structure pseudo-dynamic response tests on pseudo-elastic connection system with tension braces. And also, response analysis by using pseudo-elastic hysteresis model and bi-linear slip model is performed.
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ƒL[ƒ[ƒhi‰pjF |
Steel Structure, Connection, Bolt, Hyper-elastic Material, Pseudo-dynamic Response Test
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‹LŽ–‹æ•ªF |
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |