The Shear Lag Phenomenon in Bundled Tube Structure According to the Arrangement of Structural Members

부재배치에 따른 묶음튜브 구조의 전단지연현상

  • Kim, Young-Chan (Division of Architecture, Pukyong National University) ;
  • Kim, Hyun (Division of Architecture, Pukyong National University)
  • 김영찬 (부경대학교 건축학부) ;
  • 김현 (부경대학교 건축학부)
  • Published : 2006.06.30

Abstract

The purpose of this study is to examine the effect of column spacing and beam size on the lateral displacement and shear lag phenomenon in bundled tube system. According to the parametric study in which the spacing of columns, the size of columns and girders in bundled tube were selected as a parameter, it is the most efficient to increase the size of the interior columns with the largest reduction of lateral drift if the steel tonnage of a frame can be increased. It was noticed that the shear lag was affected more by the exterior stiffness factor and ratio than by the interior ones when column spacing was changed, and when the size of column was changed, the reverse phenomenon was happened. And The change of column spacing affected shear lag, lateral drift, and tonnage more than that of column size or girder size.

Keywords

References

  1. Bryan S. Smith and Alex Coull, Tall Building Structures: Analysis and Design, John Wiley & Sons, Inc. New York, pp. 2-4, 1991
  2. 신영수, '고층건물의 구조형식', 한국전산구조 공 학회지, 제7권, 제1호, pp. 44, 1994
  3. Bungale S. Taranath, Structural Analysis and Design of Tall Buildings, McGraw-Hill, New York, pp. 282-284, 1988
  4. 이리형, 고층건물의 구조, 대건사, 서울, pp. 157- 161, 255, 1992
  5. 유은정, 이강건, 이리형, '구조변수와 전단벽 배치 에 따른 이중튜브구조의 전단지연 현상', 대한건 축학회 학술발표논문집, 제19권, 제2호, pp. 41- 46, 2003
  6. 대한건축학회, 건축구조설계기준, 기문당, 2005
  7. Posdata, MIDAS GEN User's Manual, 2000