鋼板壁に対する格子型ブレースモデルを用いた数値解析 : 鋼板壁と鉄骨架構の地震時弾塑性相互作用(その2)
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概要
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For a small-scale steel rigid frame with steel wall subjected to cyclic load, a simple model characterized as incompatibility with the end of brace idealized for the wall is developed. The frame is composed of beam-columns considered for bending and shear deformation to clarify seismic interaction between the frame and the wall. Three kind of analyses in terms of the aspect ratio of the panel are conducted. Some numerical results of load-deformation relationships, deformations, damage states and so on of the structures are obtained. For each example, the results are mechanically discussed.
- 2006-06-30