ON THE CONSTRUCTION OF THE EULEK-BERNOULI BEAM VIA TWO SETS OF MODES AND THE CORRESPONDING FREQUENCIES
 
                
                 
                
                    
                                                            
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Abstract
    In this paper the problem was discussed in which the flextural rigidity and density of the Euler-Bernoulli Beam were solved from some of the displacement modes or the strain modes and the corresponding frequencies of a cantilever or a pinned-pinned beam. The necessary and sufficient conditions for the unique ex istence of a solution to the problem have been set up. An algorithm was proposed and numerical calculations were carried out. Examples and analysis both showed that much better results could be attai...
 
                                        
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