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...
| Autor principal: | |
|---|---|
| Formato: | Thesis |
| Idioma: | English |
| Publicado em: |
2003
|
| Assuntos: |