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Optimum Design of Reinforced Concrete Agricultural Aqueduct Abutment and Pier Using Continuous and Mixed-Discrete Optimization Methods

연속형 및 혼합이산형 최적설계법에 의한 농업용 수로교 교각 및 교대의 최적설계

  • 김종옥 (공주대학교 산업과학대학 지역건설공학과) ;
  • 박찬기 (공주대학교 산업과학대학 지역건설공학과) ;
  • 차상선 (공주대학교 산업과학대학 지역건설공학과)
  • Received : 2010.08.16
  • Accepted : 2010.10.26
  • Published : 2010.11.30

Abstract

This study was conducted to find out the best optimum design method for the design of reinforced concrete agricultural aqueduct abutment and pier structures. The mixed-discrete optimization and continuous optimization method were applied to the design of reinforced concrete agricultural aqueduct abutment and pier and the results of these optimization methods were compared each other. It is proved that mixed-discrete optimization method is more reliable, efficient and reasonable than continuous optimization method for the optimum design of the reinforced concrete agricultural aqueduct abutment and pier.

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