Optimum dimensioning of circular hollow steel beams by wolf colony optimization algorithm

In the field of Civil Engineering, brand new designs have come to the fore with technology and the necessity of redesigning, editing and optimizing techniques on every material has been born. Depending on the speed of construction techniques and the minimum cost of production and technical specifications, ready-made elements have been produced. These elements of all kinds and sizes are divided into groups according to their specific strength values. Appropriate material selection is made according to the strength coming from the square and the required strength. But these materials do not always meet the ideal choice. For this reason, new designs have come to fruition. New optimization techniques have been developed with the impression of nature, the existing living behavior of existing systems, and similar investigations. Particle Swarm, Artificial Bee Colony, Ant Colony optimization techniques are examples of these. In this thesis study, I profile, which is produced as standard, redesigned using Wolf Colony Algorithm method. As a result, the profile properties have been optimized to the desired dimensions without increasing the weight according to the incoming forces.