About this document
Nonlinear Analysis of Steel-Concrete Frames by Tatiane Maga is a document available to read on EtoBox.
This document describes a computer method for nonlinear inelastic analysis of 3D composite steel-concrete frame structures. The method uses distributed plasticity to model the gradual yielding and spread of plasticity throughout cross-sections and member lengths using a single element per physical member. It accounts for material nonlinearity from combined bending and axial forces. The formulation derives the tangent flexural rigidity and develops the elasto-plastic tangent stiffness matrix and equivalent n
- Author
- Tatiane Maga
- Language
- EN