曲げ変形制御型制震構造の構造原理に関する研究

概要

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We devised flexural deformation response control system, which is response control frame of new general idea, consisted of four elements; the wall located in a center of a building plan (Super Wall), the cantilever located in a building top (Super Beam), the column located at perimeter of a building (Connecting Column) and the control device (Damper). ・We used most basic 3 elements Maxwell type mass point model and clarified a basic principle and a control effect of vibration reduction by flexural deformation response control. ・We carried out elastic vibration analysis in a experimental building model and confirmed a meaningful vibration reduction effect in a practical section of a building. We clarified a structural characteristic about this new response control frame by this paper from the above and showed a thing with utility.
社団法人日本建築学会の論文
2006-04-30