http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-114357577-A

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publicationDate 2022-04-15-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber CN-114357577-A
titleOfInvention Method for configuring and optimizing hoop prestress beam in bridge tower anchoring area of single-tower single-cable-plane cable-stayed bridge
abstract The invention discloses a method for configuring and optimizing a circumferential prestressed beam in a bridge tower anchoring area of a single-tower single-cable-plane cable-stayed bridge. The method provided by the invention establishes an optimization model by taking the tensile stress of the dangerous area of the bridge tower anchoring area as an optimization target and the tension coefficient of the annular prestressed tendons as an optimization variable, and solves the optimization model by using an intelligent algorithm, so that the stress condition of the anchoring area is improved, and the annular prestressed tendons are more economically and reasonably configured. The intelligent algorithm adopted in the invention combines and improves the genetic algorithm and the swarm algorithm, thereby improving the problem that the genetic algorithm is easy to converge to the local optimal solution too early and improving the global search capability of the algorithm; the optimization index adopted in the invention can be adjusted according to the actual needs of the project, so as to better realize the configuration optimization target of the circumferential prestressed beams in the bridge tower anchoring area.
priorityDate 2021-12-27-04:00^^<http://www.w3.org/2001/XMLSchema#date>
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Total number of triples: 31.