Free vibration analysis of tapered beam-column with pinned ends embedded in Winkler-Pasternak elastic foundation
Küçük Resim Yok
Tarih
2010
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
TECHNO-PRESS
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The current study presents a mathematical model and numerical method for free vibration of tapered piles embedded in two-parameter elastic foundations. The method of Discrete Singular Convolution (DSC) is used for numerical simulation. Bernoulli-Euler beam theory is considered. Various numerical applications demonstrate the validity and applicability of the proposed method for free vibration analysis. The results prove that the proposed method is quite easy to implement, accurate and highly efficient for free vibration analysis of tapered beam-columns embedded in Winkler- Pasternak elastic foundations.
Açıklama
Anahtar Kelimeler
free vibration, beam-column, elastic foundation, tapered piles, discrete singular convolution
Kaynak
GEOMECHANICS AND ENGINEERING
WoS Q Değeri
N/A
Scopus Q Değeri
Cilt
2
Sayı
1
