An inference is used to evaluate the model. The creativity of this method is that we apply the compound and simplified theory of automaton to model representation and AI technology to model management.

In this paper according to the simplified theory of[1] the bending problem of rectangular plates with two opposite edges simply supported and other two opposite edges being arbitrary under the action of a concentrated load is treated by means of properties of two-variable -function and the method of series[2].

And it proposed the calculation model of simplified theory which can be referred by selecting the grouting scheme,determining the grouting paramenter and assessing the grouting effect.

The higher order term has been replaced by an empirical linear one in Onsager-Fuoss-Chen theory of conductance for mixtures, and the simplified theory has been applied to correlate the experimental data.

This paper applied the simplified theory for multilayer sandwich shells undergoing moderate/small rotations in Ref. [1] to shallow shells. The equilibrium equations and boundary conditions of large deflection of orthotropic and the special case, isotropic shells.

The simplified theory of mixed polymer dilute solution vras used to identify that some interactions were existed between NaCS and PVA. But the polyelectrolete property of NaCS was not affected by the interactions.

The first example concerns the theory of a transmission line directional coupler, the second example a simplified theory of the folded dipole antenna.

Simplified theory for the near-field strong-motion case would appear to give a valid lower energy bound; the wave attenuation does not present a major problem.

The instrumental characteristics are described by a simplified theory and by laboratory tests making use of large surfaces with known emissivities.

A simplified theory of the effect predicts results similar to those found in practice.

A simplified theory of yield hinge surfaces usually applied in plastic collapse analysis of thin plates in transverse loading is modified and used to simulate modes of plastic collapse of rectangular tubes in opposed transverse loading.

The paper presents a generalized theory for thin elastic shallow shells in general orthogonal coordinates. Both tangential surface forces as well as normal surface load are considered in the present theory, provided that these tangential forces can be derivable from a load potential. The basic equations are reduced likewise to two simultaneous forth-order differential equations in normal deflection w and stress function F, and they are further combined into a single complex differential equation. The theory...

The paper presents a generalized theory for thin elastic shallow shells in general orthogonal coordinates. Both tangential surface forces as well as normal surface load are considered in the present theory, provided that these tangential forces can be derivable from a load potential. The basic equations are reduced likewise to two simultaneous forth-order differential equations in normal deflection w and stress function F, and they are further combined into a single complex differential equation. The theory is then specialized to the shallow shells of revolution as a special case. With this simplified theory, the axisymmetrical bending of a paraboloidal shell is investigated. A general solution of such a problem is given in terms of the well-known Thomson functions, presumably applicable to all paraboloidal shells. In addition, detailed analyses on various types of shells are made, so as to provide the designers the means to an optimum design of structure under the given load. In order to demonstrate the proper procedure of design, the paper has also included a simple example of uniform normal load. Through numerical comparison, it reveals that the paraboloidal shell of second degree i.e. the shallow spherical shell is a most favorable design among all under this particular loading.

Reissner equations of elastic plate are derived on the bases of incomplete generalized variational principle of complementary energy. The stress function is obtained from the variational calculation in the form of Lagrange multiplier. The structure of solution of Reissner equations is thus determined. On the bases of these discussions, we obtained a simplified theory, in which the equations of equilibrium involving the shearing influence can be reduced into a fourth order differential equation similar...

Reissner equations of elastic plate are derived on the bases of incomplete generalized variational principle of complementary energy. The stress function is obtained from the variational calculation in the form of Lagrange multiplier. The structure of solution of Reissner equations is thus determined. On the bases of these discussions, we obtained a simplified theory, in which the equations of equilibrium involving the shearing influence can be reduced into a fourth order differential equation similar to those of classic plate theory.

In this paper according to the simplified theory of[1] the bending problem of rectangular plates with two opposite edges simply supported and other two opposite edges being arbitrary under the action of a concentrated load is treated by means of properties of two-variable -function and the method of series[2]. The effect of transverse shearing forces on the bending of plates is considered. When the thickness h of plates is small, the terms, where orders are more than the order of h2, are neglected, then...

In this paper according to the simplified theory of[1] the bending problem of rectangular plates with two opposite edges simply supported and other two opposite edges being arbitrary under the action of a concentrated load is treated by means of properties of two-variable -function and the method of series[2]. The effect of transverse shearing forces on the bending of plates is considered. When the thickness h of plates is small, the terms, where orders are more than the order of h2, are neglected, then the results agree with the solutions corresponding to the problem of thin plates[3]. At the end, the solutions of the bending problem of plates with arbitrary linear distributed load are also obtained.