Ultimate capacity of biaxially loaded R.C. columns of arbitrary cross-section using parametric mapping
A numerical analysis for the determination of the ultimate strength of reinforced concrete columns of arbitrary cross-sections subjected to biaxial bending is presented. In satisfying equilibrium of forces and bending moments at a cross-section, the magnitude and location of the stress block normal...
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| Formato: | Tesis |
| Lenguaje: | English |
| Publicado: |
2003
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