Pages that link to "Item:Q3588049"
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The following pages link to An unconditionally convergent algorithm for the evaluation of the ultimate limit state of RC sections subject to axial force and biaxial bending (Q3588049):
Displaying 6 items.
- Enhanced solution strategies for the ultimate strength analysis of composite steel-concrete sections subject to axial force and biaxial bending (Q839283) (← links)
- Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics (Q1608667) (← links)
- Ultimate strength analysis of reinforced concrete sections subject to axial force and biaxial bending (Q1818443) (← links)
- Mathematical tools for the seismic analysis of reinforced concrete structures: a selected review (Q2080448) (← links)
- Stress integration in concrete sections subjected to axial forces and biaxial bending (Q2717658) (← links)
- Minkowski plasticity in 3D frames: decoupled construction of the cross-section yield surface and efficient stress update strategy (Q6555254) (← links)