MATLAB : Modal Analysis (Eigenvalue Analysis/Free Vibration Analysis) of beam: Theory and Coding
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MATLAB : Modal Analysis (Eigenvalue Analysis/Free Vibration Analysis) of beam: Theory and Coding
% MATLAB CODE: Frequency and Mode shape of a beam (Cantilever Beam) clc clear all nelm=10; ndof= 2*nelm+2; M(ndof,ndof)=0.0; K(ndof,ndof)=0.0; roh=7800; b=39E-3; d=5.933E-3; A= b*d; E=2E11; %(N/mm^2) I=6.7772E-10; %(mm^4) l=1.0/nelm; Ke(1,1)= (E*I/l^3)*12; Ke(1,2)= (E*I/l^3)*6*l; Ke(1,3)= (E*I/l^3)*(-12); Ke(1,4)= (E*I/l^3)*6*l; Ke(2,2)= (E*I/l ...
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