Searching Method of Optimization of Bending Reinforced Concrete Slabs with Simultaneous Assessment of Criterion Function and the Boundary Conditions

Abstract

Problems of optimal design of reinforced concrete structures are characterized by existence of nonlinear objective function and a set of local extrema. For the solution of similar tasks for their optimization its offered to use an algorithm based on the method of casual search. A prerequisite for this is the requirement for simultaneous consideration of changes in the objective function and the boundary conditions in the motion search for the optimum. This procedure provides a guaranteed search of optimal parameters plate.