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- W2034288146 abstract "ABSTRACT Wind or earthquake dynamic actions produce combined efforts on structures (axial force, bending moment about one or two axes…) whose maximum values within a member section can often be represented by an elliptical envelope. The present paper describes a technique to optimize reinforced concrete sections subjected to this type of dynamic load by adjusting quantities of steel and/or concrete so that the interaction curves characterizing the resistance of the sections become tangent to the envelope of maximum combined forces. The method relies on a geometrical transformation from the original space of forces in which the envelope is an ellipse to a so-called « standard space » where it becomes the unit circle. In this latter space, the safety margin of the section has a very simple geometric expression and is measurable with well-known tools of reliability analysis. The section parameters (steel and concrete) can thus be adjusted in a efficient way." @default.
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- W2034288146 date "2002-01-01" @default.
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- W2034288146 title "Dimensionnement d'une section en béton armé soumise à une enveloppe elliptique de sollicitations dynamiques combinées" @default.
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- W2034288146 doi "https://doi.org/10.1080/12795119.2002.9692410" @default.
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