Minimum cost design of RC frames using the DCOC method Part I: Columns under uniaxial bending actions

Abstract

A b s t r a c tThe paper solves the minimum-cost design problem of RC plane frames. The cost to be minimized includes those of concrete, reinforcing steel and formwork, whereas the design constraints include limits on maximum deflection at a specified node, on bending and shear strengths of beams and on combined axial and bending strength of columns, in accordance with the limit state design (LSD) requirements. The algorithms developed in this work can handle columns under uniaxial bending actions. In the companion paper the numerical procedure is generalized to include columns subjected to biaxial bending. On the basis of discretized continuum-type optimality criteria (DCOC), the design problem is systematically formulated, followed by explicit mathematical derivation of optimality criteria upon which iterative procedures are developed for the solution of design problems when the design variables are the cross-sectional parameters and steel ratios. For practical reasons, the cross-sectional parameters are chosen to be either uniform per member or uniform for several members at a given floor level. The procedure is illustrated on several test examples. It is shown that the DCOC-based methods are particularly efficient for the design of large RC frames.

Optimal configuration of RC frames considering ultimate and serviceability limit state constraints

“…The example consists of a reinforced concrete plane frame, whose geometry was presented by Adamu and Karihaloo [46]. Figure 5 shows the structure and Table 2 the characteristic loads applied in addition to the weight of the structure.…”

Embodied Energy and Cost Optimization of RC Beam under Blast Load

“…Many methods were used successfully in optimal design of RC structures, such as Generalized Reduced Gradient (GRG) method [13], heuristic optimization methods [18,19], discretized continuum-type optimality criteria (DCOC) [20], and Lagrange multiplier method [21]. In this study, the sequential quadratic programing (SQP) method was used since SQP was efficient proved by an extensive comparative study done by Schittkowski [22].…”

Optimal design of rectangular RC sections for ultimate bending strength

“…Non-linear minimization algorithms, developed for structural optimization, are used to exemplify the formulation. Adamu and Karihaloo (1995) state the minimum cost design of RC frames as a discrete optimization of structures composed of a number of beam and column elements. The cost is the sum of concrete, steel and formwork costs and the design variables are the cross-sectional parameters and steel ratios of beams, columns and elements.…”