3) ベクトル解析を應用せる不靜定ラーメンの解法
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概要
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This thesis is the one in which solution of statically indeterminate rigid frames are arranged to two methods-force mothod (kraftmethode) and deformation method (Deformationsmethod)-by way of linear transformation vector; in both mothods, with perfectly equal means, equations of elasticity is introduced mechanically. In Chapter I, linear transformation of vector, as the basie theory, is expounded; in Chepter II and III, solutions are vexplained definitely by each of deformation method and force method; and in Chapter IV solution of mixed method is proposed, in which force and defermation are mixed to unknown quantity.
- 社団法人日本建築学会の論文
- 1950-02-20