@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-3Šª ”NF 1994”N •ÅF E.211-E.216•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Hideo FUJITANI, Masanori IIBA, Yoshikazu KITAGAWA, Mitsumasa MIDORIKAWA,Toshiyasu MIYOSHI, Hiroshi KAWAMURA, Akinori TANI, Takashi MOCHIO ƒ^ƒCƒgƒ‹i‰pjF SHAKING TABLE TESTS ON BUILDING STRUCTURE WITH SEISMIC RESPONSE CONTROL SYSTEM BY FUZZY OPTIMAL LOGIC ´˜^i‰pjF
This paper outlines shaking table tests and their results for an active seismic response control system that uses fuzzy optimal control logic (FOL). The tests were also modeled mathematically using a simple two-degrees-of-freedom system, and the building's response was simulated numerically. The shaking table test results confirmed the validity of the vibration control effect of the seismic response control system. The results of this study lead to two conclusions, that the effectiveness of this FOL control system can be increased by modifying the membership function, and that the results of seismic response control tests can be qualitatively evaluated by a rather simple simulation method. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W