Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Design Method of Large-Scale Concrete-Steel Composite Drilled Shafts

대구경 합성강관말뚝 설계 기법에 관한 연구

  • 최구용 (삼성물산(주)건설부문 기술연구소) ;
  • 양종호 (삼성물산(주)건설부문 제2연육교 T/F) ;
  • 최석환 (국민대학교 건설시스템공학부)
  • Published : 2005.05.01
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Abstract

Generally, steel-concrete composite structures are considered very useful and powerful to resist external axial and flexural load due to its elevated capacity originated from composite action. This usefulness of composite structures can be applied to the drilled shafts of marine bridges that require large-scale such as entire pile-column system. As the basic study of this application, several design codes are analyzed and compared in this research.

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