No BSD License
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C=coef(f)
Coefficient matrix of constraint and linear objective functions
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S=stress(X)
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X=linsystem(Xf)
solve linear equation system
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[index]=feeldof(nd,nnel,ndof)
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[k]=fetruss(el,leng,area,c,s)
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[kk,ff]=feaplyc(kk,ff,bcdof,b...
Apply boundary conditions
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[kk]=feasmbl(kk,k,index)
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fln=linear(f,Xo)
Linearize the constraints
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FEMTRUSS.m
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FullyStressDesign.m
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SequentialLinearProgramming.m
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View all files
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| File Information |
| Description |
This is a Matlab code for optimizing a plane truss by two methods : Fully Stress Design and Sequential Linear Programming. In SLD, we deal with the Euler buckling condition and some other constraints. |
| MATLAB release |
MATLAB 7.0.4 (R14SP2)
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| Comments and Ratings (6) |
| 29 Sep 2006 |
Michel Elangbang
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| 02 Oct 2006 |
Andres C.
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| 19 Nov 2006 |
Kark Wurg
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| 09 Jan 2007 |
Rodrigo Pruenca
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| 01 Sep 2008 |
Abiodun olaluwe
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| 27 Mar 2010 |
pradeep
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