Determination of the periods of coupled shear walls by recursive differentiation method
5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015, Hersonissos, Crete, Yunanistan, 25 - 27 Mayıs 2015, ss.4571-4576, (Tam Metin Bildiri)
- Yayın Türü: Bildiri / Tam Metin Bildiri
- Doi Numarası: 10.7712/120115.3713.1373
- Basıldığı Şehir: Hersonissos, Crete
- Basıldığı Ülke: Yunanistan
- Sayfa Sayıları: ss.4571-4576
- Anahtar Kelimeler: Free vibration, Recursive differentiation method, Shear wall
- Açık Arşiv Koleksiyonu: AVESİS Açık Erişim Koleksiyonu
- Kırklareli Üniversitesi Adresli: Evet
Özet
Coupled shear walls are commonly used in the constructions to meet the architectural requirements and to improve the lateral resistance of the structure. Evaluation of the behavior of the structures with coupled shear walls under earthquake loads is carried out by dynamic analysis. For the dynamic analysis, identification of the dynamic properties of the coupled shear walls is important. The period of the structure is an important design parameter used in the dynamic analysis. There are various methods used for the determination of the periods. In this study, the periods of the coupled shear walls are determined by using Recursive Differentiation Method. At the end of study, good results are received by the example that is solved to investigate the presented method.