||立体骨組モデルと集約型層剛性モデルによるRC 構造の動的耐震検討 : 川越市立高階中学校 B 棟
42015-03-31 , 法政大学大学院デザイン工学研究科
In this study, we did dynamic response analysis by enter simulated seismic wave, that was assumed the Nankai Trough earthquake, to the Three Dimensional Model and Condensed Horizontal Stiffness one. And we do not discuss practicality of microtremor observation. The purpose is establishment of simple and high precisionanalysis method by data of drawings and surveying on the presupposition that response magnification and natural period by observation is highly practical.