A Study on Design Optimization of Mooring Pier using Prestressed Precast Concrete Panel

프리스트레스트 프리캐스트 콘크리트 패널을 이용한 잔교식부두의 최적설계

  • 조병완 (한양대학교 도시환경건설 공학부) ;
  • 태기호 (한양대학교 토목공학과 ) ;
  • 김용철 (한양대학교 토목공학과)
  • Published : 2000.10.01

Abstract

Recently, the area of design optimization, especially structural optimization, has been and to be a continuous active area of research. And the design optimizations of port facilities have been achieved by many other civil engineers. But the design optimization of port facilities were limited to the design optimization of the breasting dolphin. This paper invested the design optimization of mooring pier and the foundations of mooring pier was suggested considering the convenience of repair and reinforcement work. The mooring pier devised with prestressed precast concrete panel and rigid frame welded wide flange beam to steel pipe pile. To accomplish the design optimization of mooring pier, the Augmented Lagrangian Multiplier Method(ALM) of ADS(Garret N. Vanderplaats) optimization routine, BFGS method as optimizer and Golden Section Method as one dimensional search were utilized. As a result, thirty percent of material cost for construction was reduced by design optimization. The tensile stress of concrete panel and bottom flage was critical constraints under service load. So, using high strength concrete and steel will be economical. And lots of initial values must be invested to accomplish the design optimization in design procedures.

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