Abstract
In the previous paper, the author reported the theory of the Chain Construction with Elastic Joints as well as the results of the experimental study on the Sandwith Curtain Wall. It was shown that the theory could be applied to the wall with close approximation in its vertical direction (Y-axis). In the horizountal direction however it was found isotropic (X-axis). As the result of the experimental study on deflection of the Rectangular Plate composed of isotropic plates and elastic joints, the deflection-form of the plates along the Y-axis is invariable regardless of L_Y : L_X, and the values of δ´ : δ along X-axis are 1.50 for all, at 1〜1´ section, however, it is about 1.43. The present paper deals with a practical analysis in the Simply Suported Chain Plate with Elastic Joints. The followings are obtained. 1. If it be assumed that λ is constant and ζ_m'n'=ζ_mn=0.5, we get that γ_<0.1>=0.469 (1-η_5) andμ=1.618 (λ=1.618). 2. On this assumption, practical analysis of that is very handiness. 3. An error of which obtained by this practical analysis is only 8.11 per sent.
