弾塑性鉄骨立体骨組構造の地震応答解析 : 立体骨組構造の地震応答・その 6

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Author calculated the response analysis on the vibration of the Elasto-plastic steel space structure due to the strong earthquake motions by using the electric digital computer, and discussed the influence of the displacements and the progression of yield members in the Elasto-plastic steel space structure. This paper is the sixth report of the series on the dynamic response analysis of the space structure for the earthquake. These results are as fallow : (1) It is shown that the maxmum displacement of the grid type due to Earthquakes is larger the one of folded, pyramidal and H. P. type. (2) In this case the yield members approach to the members of the maximum shearing force due to the dead load in the steel space structure.
1969-06-30