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

shear lag phenomenon;bundled tube structure;high-rise building

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