As a numerical example,the bending ofdeep beam with two edges simply supported under the uniformly distributed load is solved by the use of fictitiously reciprocal method ofwork.

It is showed that reciprocal theorem method is simply and effective to the problems of the bending of thick plate from the calculation and the numerical values.

In this paper,reciprocal theorem method(RTM) is generalized to solve the problem of bending of thick rectangular plates under hydrostatic pressure based on Reissner?s theory.

In this paper,reciprocal theorem method(RTM) is generalized to solve the problem of bending of thick rectangular plates under uniformly distributed load based on Reissner s theory.

the reciprocal theorem method (RTM) and the superposition method are extended to deal with a bending thick rectangular plate with four free edges on an elastic foundation under a concentrated load.

In this paper,reciprocal theorem method(RTM) is generalized to solve the problems for the forced vibration of thick rectangular plates based on the Reissner s theory.

The method of reciprocal theorem is extended to find common probable solutions of plane problems of elasticity of the rectangular plate with various edge conditions.

he method of the reciprocal theorem(RTM)is applied to solve thebending of the rectangular plates with every edges arbitrary a point supportedunder uniform loads.

The reciprocal theorem of works is first applied on the online monitoring of steam turbine differential expansion.

Based on reciprocal theorem of work,using physical property of four-joint shell element rigidity matrix and concept of structural inner force influence field,a practical calculating method was deduced to calculate inner force influence field of thin-wall box girder and feasibility of the method was verified.

In this paper, a new proof of the mean value theorem of three dimensional elastodynamics is given by constructing a set of special solutions and applying the reciprocal theorem of work.