A NUMERICAL PROCEDURE FOR OPTIMUM TRANSFORMATION PATH OF VARIABLE GEOMETRY STRUCTURES

Most of the structures of variable geometry are designed as statically determinate structures since they can vary their shape by changing the length of members without accompanying any redundant inner forces. However most of the general structures involves statically indeterminacy and control of red...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2011/10/30, Vol.76(668), pp.1813-1818
Hauptverfasser:	AKINO, Ryota, KAWAGUCHI, Ken'ichi
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Deployable Structure Generalized Steepest Descent Method Prestress Shape control Statically indeterminate truss Stress control
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