Genetic algorithms and instrumentation determination of dynamic loads of heavy trucks over a bridge

Authors

  • Edgar Muñoz Pontificia Universidad Javeriana de Colombia
  • David Gómez Pontificia Universidad Javeriana de Colombia
  • Federico Núñez Illinois Institute of Technology (Estados Unidos)
  • Carlos Florez Pontificia Universidad Javeriana de Colombia

DOI:

https://doi.org/10.4067/S0718-50732011000300005

Keywords:

Bridges, genetic algorithm, moving loads, instrumentation, monitoring, transit estimation, structural models

Abstract

This research determines the axle loads of trucks traveling on a bridge located in one of the most important corridors of Colombia, using the technique of control BWIM (Bridge Weight in Motion), not used before in the country. Our research group developed a Genetic Algorithm based in a trial test, implementation and monitoring to the bridge called Boquerón of Colombian Highways (Bogota – Villavicencio). For such an effort, four girders were monitored by data acquisition electronics joined by an electronic traffic log device by lane accompanied of laboratory testing for materials. Model calibration was performed by mathematical approach of in-situ influence lines compared to those obtained by modeling, giving as outcome loads of moving trucks over the bridge. In addition, we developed a computational tool, able to represent with reasonable accuracy the moving loads.

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Author Biographies

Edgar Muñoz, Pontificia Universidad Javeriana de Colombia

Pontificia Universidad Javeriana de Colombia
Colombia

David Gómez, Pontificia Universidad Javeriana de Colombia

Pontificia Universidad Javeriana de Colombia
Colombia

Federico Núñez, Illinois Institute of Technology (Estados Unidos)

Illinois Institute of Technology
Estados Unidos

Carlos Florez, Pontificia Universidad Javeriana de Colombia

Pontificia Universidad Javeriana de Colombia
Colombia

Published

2011-12-30

How to Cite

Muñoz, E., Gómez, D., Núñez, F., & Florez, C. (2011). Genetic algorithms and instrumentation determination of dynamic loads of heavy trucks over a bridge. Revista Ingeniería De Construcción, 26(3), 321–352. https://doi.org/10.4067/S0718-50732011000300005

Issue

Section

Original Research

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