ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
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•ÅF |
1373-1376•Å
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’˜ŽÒi˜ajF |
¬“¤”¨@’BÆC—Îì@Œõ³CÎŒ´@’¼C¼—t@—TC¼“‡@—R“žC˜a“c@Í
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ƒ^ƒCƒgƒ‹i˜ajF |
ƒx[ƒXƒvƒŒ[ƒg~•šŒ^ƒƒbƒLƒ“ƒOƒVƒXƒeƒ€‚Ì’nk‰ž“š’ጸŒø‰Ê‚ÉŠÖ‚·‚éU“®‘äŽÀŒ±
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´˜^i˜ajF |
-
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ƒL[ƒ[ƒhi˜ajF |
ƒƒbƒLƒ“ƒOC‰ž“š’ጸCƒx[ƒXƒvƒŒ[ƒg~•šCU“®‘äŽÀŒ±
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Tatsuya Azuhata, Midorikawa Mitsumasa, Tadashi Ishihara, Yutaka Matsuba, Yoshiyuki Matsushima, Akira Wada
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ƒ^ƒCƒgƒ‹i‰pjF |
SHAKING TABLE TESTS ON SEISMIC RESPONSE REDUCTION EFFECTS OF ROCKING STRUCTURAL SYSTEMS WITH BASE PLATE YIELDING
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´˜^i‰pjF |
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[ƒhi‰pjF |
Rocking, Seismic response reduction, Base plate yielding, Shaking table test
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‹LŽ–‹æ•ªF |
-
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |