Differential Quadrature Method (DQM) has very wide applications in the field of structural vibration. The main advantages of the Differential Quadrature Method are its inherent conceptual simplicity and the fact that easily programmable. In this paper free vibration analysis of wall-frame structures were studied. A wall-frame structure was modeled as an cantilever beam in this study. The governing differential equation of wall-frame structures were solved using Differential Quadrature Method (DQM). At the end of the study, a sample taken from literature was solved and the results were evaluated in order to test the convenience of the method
Free Vibration Wall-Frame Structures Differential Quadrature Method.
Diğer ID | JA65ZM39YH |
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Bölüm | Makaleler |
Yazarlar | |
Yayımlanma Tarihi | 1 Aralık 2011 |
Yayımlandığı Sayı | Yıl 2011 Cilt: 3 Sayı: 4 |