Abstract
One of the most effective types of modern building structures are combined systems sprengel type for cold areas and aggressive environments. Structurally, they consist of a stiffening beam reinforced with one or several pre-stressed flexible elements - ties. The practice of designing such systems has shown that the greatest efforts in a stiffening beam arise under the action of non-equilibrium, including one-sided loads. To solve this problem, a technique based on the use of heuristic optimization methods has been developed: a genetic algorithm and an annealing simulation algorithm.
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