Atıf İçin Kopyala
Okay F., ATAY M. T., COŞKUN S. B.
INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION, cilt.11, sa.10, ss.851-857, 2010 (SCI-Expanded)
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Yayın Türü:
Makale / Tam Makale
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Cilt numarası:
11
Sayı:
10
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Basım Tarihi:
2010
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Dergi Adı:
INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION
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Derginin Tarandığı İndeksler:
Science Citation Index Expanded (SCI-EXPANDED), Scopus
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Sayfa Sayıları:
ss.851-857
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Anahtar Kelimeler:
Variational iteration method, Buckling, Heavy column, Elastic stability, STABILITY ANALYSIS, EULER COLUMNS, FLEXURAL STIFFNESS, ASYMPTOTIC METHODS, BARS, EQUATIONS, BEAM
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Kocaeli Üniversitesi Adresli:
Evet
Özet
This paper applies the variational iteration method for finding buckling loads and mode shapes of a heavy column. The study shows efficiency of the method and accuracy of the obtained analytic approximate solution.