多質点系挙動の単動変換とその動的解析への応用

概要

論文の詳細を見る
This paper proposes a dynamic analysis method using a vibration equation of the single-mass system for structures receiving earthquake. The effect and the usage of the proposed method were testfied. The theoretical correctness was also examined by using an analysis example for the multi-mass system. Consequently, it was proved that this method has superior characteristics. An examination using a non-linear analysis example was carried out. At the result, it was con-firmed that the applicability of the proposed method for the non-linear analysis is of high grade.
1996-12-30