Optimum detailed design of reinforced concrete frames using genetic algorithms

• Published in: Engineering optimization Vol. 39; no. 4; pp. 471 - 494
• Main Authors: Govindaraj, V., Ramasamy, J. V.
• Format: Journal Article
• Language: English
• Published: Taylor & Francis 01.06.2007
• Subjects: Building frames; Discrete variables; Genetic algorithm; Reinforced concrete; Structural optimization
• ISSN: 0305-215X; 1029-0273
• DOI: 10.1080/03052150601180767

This article presents the application of the genetic algorithm to the optimum detailed design of reinforced concrete frames based on Indian Standard specifications. The objective function is the total cost of the frame which includes the cost of concrete, formwork and reinforcing steel for individual members of the frame. In order for the optimum design to be directly constructible without any further modifications, aspects such as available standard reinforcement bar diameters, spacing requirements of reinforcing bars, modular sizes of members, architectural requirements on member sizes and other practical requirements in addition to relevant codal provisions are incorporated into the optimum design model. The produced optimum design satisfies the strength, serviceability, ductility, durability and other constraints related to good design and detailing practice. The detailing of reinforcements in the beam members is carried out as a sub-level optimization problem. This strategy helps to reduce the size of the optimization problem and saves computational time. The proposed method is demonstrated through several example problems and the optimum results obtained are compared with those in the available literature. It is concluded that the proposed optimum design model can be adopted in design offices as it yields rational, reliable, economical, time-saving and practical designs.