| 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 |
1373-1376•Å
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| ’˜ŽÒ�i˜a�j�F |
�¬“¤”¨�@’B�Æ�C—Î�ì�@Œõ�³�C�ÎŒ´�@’¼�C�¼—t�@—T�C�¼“‡�@—R“ž�C˜a“c�@�Í
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
ƒx�[ƒXƒvƒŒ�[ƒg�~•šŒ^ƒ�ƒbƒLƒ“ƒOƒVƒXƒeƒ€‚Ì’n�k‰ž“š’ጸŒø‰Ê‚ÉŠÖ‚·‚é�U“®‘äŽÀŒ±
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| �´˜^�i˜a�j�F |
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
ƒ�ƒbƒLƒ“ƒO�C‰ž“š’ጸ�Cƒx�[ƒXƒvƒŒ�[ƒg�~•š�C�U“®‘äŽÀŒ±
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Tatsuya Azuhata, Midorikawa Mitsumasa, Tadashi Ishihara, Yutaka Matsuba, Yoshiyuki Matsushima, Akira Wada
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
SHAKING TABLE TESTS ON SEISMIC RESPONSE REDUCTION EFFECTS OF ROCKING STRUCTURAL SYSTEMS WITH BASE PLATE YIELDING
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| �´˜^�i‰p�j�F |
Shaking table tests are carried out to examine seismic responses of rocking structural systems with base plate yielding (base plate yielding systems) comparing with those of fixed-base systems and simple rocking systems. Furthermore a simple method using the equivalent one mass system to predict the base shear that base plate yielding systems suffer when they begin up-lift response (critical base shear of up-lift response) is proposed. It is concluded that the base plate yielding systems can reduce effectively the seismic response of structures and their critical base shear of up-lift response can be predicted by the proposed method appropriately.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
Rocking, Seismic response reduction, Base plate yielding, Shaking table test
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| ‹LŽ–‹æ•ª�F |
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |