Optimized use of the outrigger system to stiffen the coupled shear walls in tall BUILDINGS

Navab Assadi Zeidabadi, Kamal Mirtalae, Barzin Mobasher

Research output: Contribution to journalArticle

19 Citations (Scopus)

Abstract

Based on the conventional yet accurate continuum approach, a general analysis is presented for a pair of coupled shear walls, stiffened by an outrigger and a heavy beam in an arbitrary position on the height. Subsequently, a parametric study is presented to investigate the behavior of the structure. The optimum location of the outrigger and the parameters affecting its position were also investigated. The results showed that the behavior of the structure can be significantly influenced by the location of the outrigger. It was also indicated that in most ordinary cases the best location of the structure to minimize top drift is somewhere between 04 to 0-6 of the height of the structure. Though this method is not a substitute for the finite element method, it gives an initial simple solution to determine the size and position of outrigger, stiffening beam and coupled shear walls in the preliminary design stages.

Original languageEnglish (US)
Pages (from-to)9-27
Number of pages19
JournalStructural Design of Tall and Special Buildings
Volume13
Issue number1
DOIs
StatePublished - Mar 2004

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Shear walls
Finite element method

ASJC Scopus subject areas

  • Building and Construction
  • Architecture

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Optimized use of the outrigger system to stiffen the coupled shear walls in tall BUILDINGS. / Zeidabadi, Navab Assadi; Mirtalae, Kamal; Mobasher, Barzin.

In: Structural Design of Tall and Special Buildings, Vol. 13, No. 1, 03.2004, p. 9-27.

Research output: Contribution to journalArticle

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