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CALCULATING OF DISPACEMENTS OF CONCRETE COLUMNS OF DIFFERENT FLEXIBILITY BY INITIAL PARAMETERS METHOD

Journal: Academic Journal "Industrial Machine Building, Civil Engineering" (Vol.1, No. 42)

Publication Date:

Authors : ;

Page : 209-213

Keywords : concrete; reinforcement; column; displacement; deformation; tension; module of elasticity; concrete class; iteration.;

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Abstract

Theoretical research for determining displacements of compressed reinforced concrete columns by the initial parameters and iteration method is done. The results of theoretical calculations are compared with experimental data obtained by the author and presented in the works of other researchers.

Last modified: 2016-08-01 16:51:04