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- W2804536623 abstract "The long-term analysis of composite steel-concrete beams with elastically deformable connectors is presented. The basic integro-differential equation governing the problem is solved by means of the Fourier series technique together with the Reduced Relaxation Function Method for which a simplified approach based on an algebraic form of the creep constitutive law is proposed. The obtained results and the level of accuracy are then widely discussed." @default.
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- W2804536623 date "1994-01-01" @default.
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- W2804536623 title "Creep Analysis of Composite Steel-Concrete Members with Deformable Connectors" @default.
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