A numerical method to design reinforced concrete sections subjected to axial forces and biaxial bending based on ultimate strain limits
| Author(s): |
L. Pallarés
Pedro F. Miguel Miguel A. Fernandez-Prada |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Structures, December 2009, n. 12, v. 31 |
| Page(s): | 3065-3071 |
| DOI: | 10.1016/j.engstruct.2009.08.006 |
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10164042 - Published on:
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06/12/2018
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