| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
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| •Å�F |
1931-1934•Å
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| ’˜ŽÒ�i˜a�j�F |
•Жì�@Žj‘å�C‘åˆä�@Œªˆê�C‘å’Ë�@“ú�o•v�C“ˆ˜e�@äo�•, ˆÉ“¡�@‘ñŠC
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
Œ´“_•œ‹A‹@”\‚ð—L‚·‚é“S�œ‰Ë�\‚̃Iƒ“ƒ‰ƒCƒ“’n�k‰ž“šŽÀŒ±
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| �´˜^�i˜a�j�F |
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
�|�\‘¢�C�Ú�‡•”�Cƒ{ƒ‹ƒg�C’´’e�«�Þ—¿�C’n�k‰ž“šŽÀŒ±
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Fumihiro Katano, Takumi Ito, Kenichi Ohi, Hideo Otsuka, Yosuke Shimawaki
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
Pseudo-dynamic Response Tests on Steel Frames with Self-returning Mechanism to Original Position
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| �´˜^�i‰p�j�F |
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��[ƒh�i‰p�j�F |
Steel Structure, Connection, Bolt, Hyper-elastic Material, Pseudo-dynamic Response Test
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| ‹LŽ–‹æ•ª�F |
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |