Economics on Structural Floor Systems of Super Tall Buildings

  • Shin Sung-Woo (School of Architecutre and Architectural Engineering, Hanyang University) ;
  • Ahn Jong-Moon (STRESS, Hanyang University) ;
  • Choi Myung-Shin (School of Architecutre and Architectural Engineering, Hanyang University) ;
  • Seo Dae-Won (School of Architecutre and Architectural Engineering, Hanyang University) ;
  • Kim Chul (School of Architecutre and Architectural Engineering, Hanyang University)
  • Published : 2004.11.01

Abstract

An economic analysis is one of the most dominant factors to determine the project feasibility of super tall building. In economic considerations, it is very important toadopt optimum structural floor systems because these are dependent on both the cost and the duration of construction. The economics affected by structural floor systems are more distinct athigher story. As the story increases, the construction cost of floor system. is accumulated linearly, while the cost of lateral resisting system is increased geometrically. The purpose of this study is to investigate the economical effects of super tall buildings through application of optimum structural floor systems. Three types of structural systems(RC beam-column frame, RC flat plate frame, and Steel frame) of super tall buildings having 50-stories are considered in this study and compared to RC flat plate slab with other systems. Analytical result shows that RC flat plate slab using lightweight concrete ismost effective in both the cost and the duration of construction.

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