This paper is related to the problem of limit analysis of plane steel structures either in-plane or transversely loaded. A suitable procedure for optimizing the load-carrying factor is presented which,in the framework of the local theory, allows to take into account the effect of shear force besides bending moment and further relevant stress resultants.
On the limit analysis of steel structures in presence of shear
TRALLI, Antonio Michele
1982
Abstract
This paper is related to the problem of limit analysis of plane steel structures either in-plane or transversely loaded. A suitable procedure for optimizing the load-carrying factor is presented which,in the framework of the local theory, allows to take into account the effect of shear force besides bending moment and further relevant stress resultants.File in questo prodotto:
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