Dynamic Analysis of 3-D Coupled Shear Walls with Changes in Cross-Section Using Continuous Connection Method

Küçük Resim Yok

Tarih

2011

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Yayıncı

TECHNICAL UNIVERSITY LIBEREC

Erişim Hakkı

info:eu-repo/semantics/closedAccess

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Dergi sayısı

Özet

The paper considers the general dynamic analysis of a non-planar non-symmetrical coupled shear wall, resting on a rigid foundation. The analysis considers coupled shear walls with changes in cross-section, the properties of which vary from region to region along the height. In this study, Continuous Connection Method (CCM) and Vlasov's theory of thin-walled beams are employed to find the stiffness matrix. The structure mass matrix is found with the lumped mass idealization. An asymmetrical example has been solved and compared with the frame method and a perfect match has been observed.

Açıklama

10th Biennial International Conference on Vibration Problems (ICOVP) -- SEP 05-08, 2011 -- Prague, CZECH REPUBLIC

Anahtar Kelimeler

3-D, coupled shear wall, cross-sectional change, dynamic analysis

Kaynak

VIBRATION PROBLEMS, ICOVP 2011, SUPPLEMENT

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N/A

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