構造部材の塑性ヒンジ機構を考慮した構造物の応答解析(その2)

概要

論文の詳細を見る
In this paper, the analytical method is developed to investigate the behaviors on non-linear response of framed structures subjected to earthquake ground motions under the occurrence of plastic hinges in structural members of which framed structures is formed. And the results of numerical analysis in the two cases of frame structural models is presented. The first case of model is in case of which changed the design in structural members on former model of the R. P. C. structure. The second model is the structural model with shear wall, and is also considered the swaying and rocking vibration in the foundation. It is evident that the energy absorption owing to hysteresis loop of plastic hinged mechanism, and the behavior of structural models for the rocking and swaying vibration etc.
愛知工業大学の論文