An Optimal Design Algorithm for The Large-Scale Structures with Discrete Steel Sections

규격부재로 이루어진 대형 철골구조물의 최적설계를 위한 알고리즘

  • 이환우 (정회원, 삼성종합건설㈜ 기술연구소) ;
  • 최창근 (정회원, 한국과학기술원 토목공학과)
  • Published : 1990.10.01

Abstract

An optimization method has been developed to find the minimum weight design of steel building structures which consist of the commercially available discrete sections. In this study, an emphasis was particularly placed on the practical applicability of optimization algorithm in engineering practice. The structure Is optimized through element optimization under the element level constraints first and then, if there is any violation of structural level constraints, it is adequately compensated by the constraint error correction vector obtained through the sensitivity analysis. A scaling procedure is introduced for the problems of large violated displacement constraint. The oscillation control in the objective function is also discussed. By dividing the available H-sections into two groups based on their section characteristics, much improved relationships between section variables were obtained and used efficiently in searching the optimum section in the section table.

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