可撓筋違架構による制震構造の研究(その1) : 構造物の弾塑性解析

Abstract

Some of most chracteristic engineering procedures in the structural analysis are as follows : First, the plastic hinge theorem under the interaction between the bending moments and axial forces. Second, the elastic and plastic deformation at the panel zone as beam-to-column conection. Finally, the geometically large deflection theorem as to members, that is to say, especially P-Δ effect on the column members. The method of analysis on framed structures is developed in this paper. The interaction between the bending moments and axial forces, the elastic and plastic deformations at the panel zone in beam-to-column connection, and P-Δ effect on the column members are considered. And the method of analysis on the framed structures with flexible curved bracings is also introduced.