変位の万能解法とその応用について

概要

論文の詳細を見る
In order to get a displacement of a point on any structures, we ordinally use the Castigliano's theorem. If we want to get six displacements of three points, we must repeat the same calculations as many as eighteen times. I descrive here on the simple and corrct method for getting the six displacements of any points on the statically determinate space structures by only one calculation. As this new method can be applied to space trusses, space rahmens and other space structures, I named it "Universal Solution of Displacements". In order to aplly this method to get the influence lines of statically indeterminate values of space structures, we must select the statically determinate systems properly. In cases of relatively high orders I propose here to use "the intermediate statically indeterminate values, and δ-graph".
山梨大学の論文
1959-12-10