1975 年 24 巻 261 号 p. 557-562
The use of electronic computers has brought about many structural analysis methods which can be applied to structural analysis problems in highly complicated conditions.
The Tensor Code is one of these methods and has often been used for the transient dynamic structural analysis.
The principle of the Tensor Code is to apply the equation of motion expressed by Lagrangian co-ordinates to the stress field in the equation by means of difference approximation.
In this study, a three dimensional dynamic structural analysis method was developed based on the principle of the Tensor Code, and the outline of the method is described in this paper.