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

Turkozer C. D., Emsen E., Aksogan O.

10th Biennial International Conference on Vibration Problems (ICOVP), Prague, Çek Cumhuriyeti, 5 - 08 Eylül 2011, ss.44-50 identifier

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Cilt numarası:
  • Basıldığı Şehir: Prague
  • Basıldığı Ülke: Çek Cumhuriyeti
  • Sayfa Sayıları: ss.44-50
  • Çukurova Üniversitesi Adresli: Evet

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.