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- W658581654 abstract "The finite element analysis of a framed structure by the Adaptively Shifted Integration technique is improved for higher accuracy in this paper. The bending moment distribution on the cubic element based on Bernoulli-Euler hypothesis is interpolated in a cubic form by using shear forces determined by nodal forces. This treatment makes it possible to evaluate the maximum value of the bending moment and to form a plastic hinge at an arbitrary location in the element. Several numerical studies have been carried out in order to show the effectiveness of the method." @default.
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- W658581654 date "1995-01-01" @default.
- W658581654 modified "2023-09-27" @default.
- W658581654 title "REFINED FINITE ELEMENT ANALYSIS OF STEEL FRAMES BY THE SHIFTED INTEGRATION TECHNIQUE (PART 2: CONSIDERATION OF A PLASTIC HINGE AT AN ARBITRARY POINT IN AN ELEMENT BY THE ASI TECHNIQUE" @default.
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