木質多層耐力壁構面の簡易応力算定法に関する研究

概要

論文の詳細を見る
The purpose of this study is approach of a simple stress calculation method on wooden multistory bearing wall structures. The examined analytical model is three. For the simple equivalent frame model, it is effective to distribute the shear force that equivalent pillars bear by the effective wall quantity. The corrected equivalent frame models substitutes the Tare-Kabe and Koshi-Kabe for an equivalent pillar. The calculation of shear force that equivalent pillar bears distributes horizontal seismic force with ratio of the horizontal rigidity by corrected theory of shear panel model. The distribution of the bend moment from the pillar to the boundary beam is distributed right and left half. The corrected theory of shear panel model is different in the calculation method of panel rigidity and the distribution method of shear force from the model in the past. Accuracy is better than models in the past. The simple stress calculation method that uses three analytical models approach by this study is appropriate. Because the result of simple stress calculation method showed the approximation compared with the finite element method analysis
一般社団法人日本建築学会の論文
2008-03-25