Concrete columns subjected to biaxial loadings

This report aims to study the behaviour of columns subjected to biaxial bending at ambient temperature. Experiments were conducted on three symmetrically reinforced concrete columns. The concrete columns were subjected to biaxial load eccentricities of 25, 40 and 60mm and they were tested to failure...

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Bibliographic Details
Main Author: Heng, Tian Ming.
Other Authors: Tan Kang Hai
Format: Final Year Project (FYP)
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/48981