箱形断面柱-H形断面はり接合部に接続するはりウェブの有限要素法による弾性応力解析

概要

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This paper presents the analytical study to estimate the elastic stress distributions of H-shaped beam web connected to a box type steel column under various lateral loadings. The analysis is based on the finite element method. In this paper forty five cases about beam to column connection are caluculated by finite element method. It is found that the stress of beam web are consisted of not only σ_x, τ_<xy> but also σ_y and that the stress distributions are affected by axial stress of column. Finally, suitable design formulas are recommended.
社団法人日本建築学会の論文
1995-08-30