Applicability of Optimum Algorithm for Automated Design of Electric Railway Pole Foundation

전철주기초 설계 자동화를 위한 최적화 알고리즘의 적용성 검토

  • 이기열 ((주)삼안 연구개발원) ;
  • 박용대 ((주)삼안 연구개발원) ;
  • 정원용 ((주)삼안 연구개발원) ;
  • 송규석 ((주)삼안 연구개발원) ;
  • 임선택 ((주)삼안 철도구조부) ;
  • 김종남 ((주)삼안 연구개발원) ;
  • 이수형 (한국철도기술연구원 철도구조연구실)
  • Published : 2009.05.21

Abstract

This paper examined an applicability of optimum algorithm to develope an electric railway pole foundation automated design system. Based on the optimization theory that considered subgrade and bearing capacity characteristics, decided an optimum section of electric railway pole foundation. In this research, Optimum algorithm used the feasible direction method in structural analysis and design efficiently. Design variables are considered geometric properties and anchor bolt area of the electric railway pole foundation as optimum construction cost. Constraints are considered settlement., overturning and activity of foundation. And, also composed flexural and shearing strength. According to optimum analysis result., optimization theory is available more economical design comparing with railway pole foundation that is constructed by current standard drawing, and applicability verified in automated design system development.

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