@article{oai:soar-ir.repo.nii.ac.jp:00013203,
 author = {吉田,  俊彌},
 journal = {信州大学工学部紀要},
 month = {Nov},
 note = {Usually, the stresses in rigid frames in space are analyzed on the respective constituent plane systems independently, therefore the torsional resistances of members intersecting to the plane systems under consideration are neglected. But, it is perceived that there are several cases in which some effects of torsional moments may not be neglected. In these cases the structures must be analyzed under their actual states, i. e. three-dimensionally. But, in general, it is so troublesome to analyze the structures three-dimensionally that such analyses are disliked by many engineers. In this paper, it is shown that a numerical analysis derived from the fundamental conceptions of the moment distribution method is a convenient tool to analyze rigid frames in space three-dimensionally., Article, 信州大学工学部紀要 5: 151-161 (1955)},
 pages = {151--161},
 title = {立体ラーメンの一数値解法},
 volume = {5},
 year = {1955}
}