SEISMICRESPONSEGONTROLUSINGSEM1-ACTIVEDAMPERS SETTINGATINTER-STORIESOFABUILDINGS

本研究考察了使用相对较少数量的阻尼器和小截面支撑构件的地震反应减小技术。对第5层弯剪模型进行了研究，该模型由一块显示弯曲行为的平面弹簧和两块保持顶部旋转运动的垂直弹簧组成。对所提出的阻尼力半主动地震反应控制算法进行了验证。该方法基于层间势能控制阻尼器的滞回形状。本研究对该算法的设计方法进行了检验。

This study examined seismic response reduction technique using relatively little quantity of dampers and small sectional support members. The fifth stories bending-shear model, which consists of one piece of flat spring showing bending behavior and two pieces of vertical springs holding rotary movement of the top, has been examined. The proposed semi-active seismic response control algorithm of the damper force was examined. The method, which based on potential energy of inter-story, controls the hysteretic shapes of the damper. The design method of this algorithm has been examined in this research.