不静定立体トラス平板の差分法による解法 (その 5) : 十字形四階線形偏差分方程式の解法 : 四点支持無限連続

概要

論文の詳細を見る
In the previous report, we have dealt with the general solution of crossed partial linear difference equation which was expressed in term of stress or deformation about spaced trussed plate having infinite lattice element with simply supported edges. Now, we shall proceed our discussion with the study made on to the solution for boundry condition with four pointed supports continuous in edges by the same method mentioned in the previous report. To begin with, the very same procedures can be applied for the solution of homogeneous difference equation and then inhomogeneous difference equation af referred to in the previous article, except that we must consider the conditions of horizontal deformation, for the equation is indefinite only in case of symmetric condition when calculating equation of stress and force.
社団法人日本建築学会の論文
1965-03-28