Size effect in slender concrete columns
1997
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Advisor: Prof. Dr. Sıddık Şener
Abstract (EN)
In this study the failure loads of plain concrete columns were given. Experimental columns were of three groups and three slenderness. Test specimens were geometrically similar concrete columns (with dimensions having a 1:2:4 ratio) resulting in slenderness ratios of 13, 26 and 39. The size effect formula which is suitable for concrete columns was presented.
Author
Dr. Çağatay Mehmet Belgin
Institution
How to Cite
Çağatay Mehmet Belgin (Master Thesis). Size effect in slender concrete columns, 1997, Gazi University.
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