Abstract
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Highlights
DISCUSSIONOF “An approximate method for free vibration analysis of multibay coupled shear walls” K
The behavior of coupled shear walls under horizontal loads was idealized as a sandwich beam by the authors
In equation (4) of the paper, ρ must be a constant whose value depends on the shape of the cross-section of the beams [2],[3],[4]. ρ can be calculated as below [5]
Summary
OF “An approximate method for free vibration analysis of multibay coupled shear walls” K. Mathematical and Computational Applications 12, 41-50 , 2007”. Hikmet Hüseyin Çatal Dokuz Eylül University, Civil Engineering Department,Engineering
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