Space Arc System Analysis with Flexibility Stiffne Matlab script

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Space Arc System Analysis with Flexibility Stiffness and Linear Static Method - Space arc system In this matlab application is descriptioned space arc-system with linear static analysis method. This method of base theorem and applications are flexibility matrix conversion for element local axis system to stiffness matrix.function [Pl,Pg,K_l,K_g,T,Hu,D,Re,R] = arc_system(arc_no) Input-variables: arc_no = Graphical interface for selected arc-element no.[1] Function input variables:m_p = Material properties matrixp_p = Per arc element angles theta and beta matrixCor = Global system all nodes cartesian coordinatesPos = Position matrixRe = Reology matrixOutput-variables:Pl = Local axis system node reactionsPg = Globa axis system node reactionsK_l = Local axis system stiffness matrixK_g = Global axis system stiffness matrixT = Transformation matrixS = Static connection matrix for (j) to (i) nodeF = Flexibility matrixHu = Modal displacement matrix for per elementD = System displacementRe = Reology matrixR = Boundary conditions systemExample:[Pl,Pg,K_l,K_g,T,Hu,D,Re,R] = arc_system([17:19 25:28]) ;Pl = 12x32 doublePg = 12x32 doubleK_l = 12x12x32 doubleK_g = 12x12x32 doubleT = 12x12x32 doubleHu = 32x12 doubleD = 58x1 doubleRe = 17x6 double Requirements: · MATLAB Release: R14SP1
Operating system:
Windows / Linux / Mac OS / BSD / Solaris

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