Torsional irregularity in multi-story structures

Günay Özmen, Konuralp Girgin*, Yavuz Durgun

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39 Atıf (Scopus)

Özet

The purpose of this study is first to determine the conditions for excessive torsional irregularity and then to discuss the validity of code provisions. A parametric investigation is performed on six groups of typical structures with varying shear wall positions, story, and axis numbers. It is found that torsional irregularity coefficients increase as the story numbers decrease, i.e., maximum irregularity coefficients occur for single-story structures. They reach maximum values when the asymmetrical shear walls are placed as close as possible to the centers of mass. However, the results obtained for floor rotations are quite contradictory. A new provisional definition for torsional irregularity coefficient based on floor rotations is proposed.

Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)121-131
Sayfa sayısı11
DergiInternational Journal of Advanced Structural Engineering
Hacim6
Basın numarası4
DOI'lar
Yayın durumuYayınlandı - 1 Ara 2014

Bibliyografik not

Publisher Copyright:
© 2014, The Author(s).

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