Computational platform for non-linear analysis/optimal design of reinforced concrete structures

A system for optimum reinforcement design and non-linear analysis of reinfo rced concrete structures is presented The specially-tailored program ORCHID (Optimum Reinforced Concrete Highly Interactive Dimensioning) is utilized for the reinforcement design and optimization The commercially available pr ogram DIANA (DIsplacement ANAlyzer) is adopted for the nonlinear analysis a nd evaluation of the different reinforcement designs provided by ORCHID. It is demonstrated how the two programs intended to complete two separate tas ks can be integrated in an environment for performance-based reinforcement design ensuring cost-effectiveness through optimization and structural safe ty through satisfying serviceability conditions. Examples of a one-way slab in bending and a deep beam in membrane action, highlighting the specific a spects of such an integrated analysis/design environment, are provided.