ANALYSIS OF AXISYMMETRIC CYLINDRICAL WALLS BY USING FIVE MOMENT EQUATIONS
Öz
A computer method is presented for the elastic analysis of cylindrical shell
structures subjected to axisymmetric loads. 5 moment equation is used by utilizing
from the analogy between the stiffness terms of the beam of elastic foundation
theory and the axisymmetric cylindrical shell structures. A computer program SILO
is developed based on the formulation.
Anahtar Kelimeler
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mimarlık
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
1 Mart 2013
Gönderilme Tarihi
26 Haziran 2014
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 1996 Cilt: 11 Sayı: 2