@ ŒfÚŽGŽi˜ajF ƒVƒXƒeƒ€Å“K‰»‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€u‰‰˜_•¶W VolF 2Šª ”NF 1991”N •ÅF 15-20•Å ’˜ŽÒi˜ajF ²“¡@’‰MC“yŠò@Œ›ŽOC‹´–{@‰ë“¹C¼“‡@G“T ƒ^ƒCƒgƒ‹i˜ajF ’n”Õ|\‘¢•¨Œn‚Ì“®“I‘ŠŒÝì—p‚ðl—¶‚µ‚½k“®§Œä ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE SYMPOSIUM ON SYSTEM OPTIMIZATION ’˜ŽÒi‰pjF Tadanobu SATO,Kenzou TOKI,Masamichi HASHIMOTO,Hidenori MATSUSHITA ƒ^ƒCƒgƒ‹i‰pjF OPTIMAL CONTROL OF STRUCTURES TAKING INTO ACCOUNT THE DYNAMIC SOIL-STRUCTURE INTERACTION ´˜^i‰pjF
A new closed-open-loop optimal control algorithm is proposed that has been derived by minimizing the sum of the quadratic time-dependent performance index and the seismic energy input to the structural system. This new control provides feasible control algorithm that can easily be implemented for applications to seismic-excited strictures.. We developed optimal control algorithms, taking into account the nonlinearity of the structural system and the dynamic soil-structure interaction phenomena for applying a control force to a structural system subjected to general dynamic loads. The control efficiency affected by two weighting matrics included in the performance index is investigated in detail. The effect of time delay to apply the control force to the system is also investigated. Numerical examples are worked out to demonstrate the control efficiency of the proposed algorithms. ƒL[ƒ[ƒhi‰pjF optimal control,soil-structure interaction,time-delay ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W