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A numerical method to design reinforced concrete sections subjected to axial forces and biaxial bending based on ultimate strain limits
L. Pallarés, Pedro F. Miguel, Miguel A. Fernández-PradaVolume:
31
Année:
2009
Langue:
english
Pages:
7
DOI:
10.1016/j.engstruct.2009.08.006
Fichier:
PDF, 2.26 MB
english, 2009