Optimal Impact Resistance Design For RC Slabs
Author(s)
A. Miyamoto & K. Brandes
Abstract
In this study, an attempt was made to develop a useful design support system for
RC slabs by combining a 3-D nonlinear dynamic FEM newly developed in our
laboratory for impact failure behavior and an immune algorithm (IA) with which
multiple quasi-optimum solutions can be obtained. For the analysis of impact
failure behavior, layered nonlinear FEM models with thin plate bending
elements, and three-dimensional elastoplastic FEM models with 8-node
isoparametric hexahedral elements were used. First, an existing IA was modified
to make it suitable for RC slab designing, and both genetic and immune
algorithms were applied to optimization problems with multiple optimum
solutions, as well as quasi-optimization problems with m
Keywords
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