Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A method is presented for the solution of an orthotropic problem using folded plate theory. The method is suitable for a static solution of space structures containing elements braced by transverse stiffeners, for a static solution of shear wall systems braced horizontally by floor slabs, etc. The derived stiffness matrix for an orthotropic element can be introduced into existing folded plate computer programs with only minor adjustments.
A method is presented for the solution of an orthotropic problem using folded plate theory. The method is suitable for a static solution of space structures containing elements braced by transverse stiffeners, for a static solution of shear wall systems braced horizontally by floor slabs, etc. The derived stiffness matrix for an orthotropic element can be introduced into existing folded plate computer programs with only minor adjustments.
Orthotropy in Folded Plate Theory
Hájek, Petr (Autor:in)
International Journal of Space Structures ; 1 ; 223-228
01.12.1985
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
UB Braunschweig | 2002
|TIBKAT | 2002
|Orientational evolution of plastic orthotropy in sheet metals
British Library Online Contents | 2000
|Stress functions of elastic bodies with three-dimensional orthotropy
Engineering Index Backfile | 1955
|A mathematical description of orthotropy in sheet metals
British Library Online Contents | 2006
|