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: 2014-11-26
Authors : O.A. Shkurupiy;
Page : 209-213
Keywords : concrete; reinforcement; column; displacement; deformation; tension; module of elasticity; concrete class; iteration.;
- CALCULATING OF DISPACEMENTS OF CONCRETE COLUMNS OF DIFFERENT FLEXIBILITY BY INITIAL PARAMETERS METHOD
- An improved method for testing concrete columns fire
- Effect of Repairing with Retrofit Method (Concrete Jacketing) Using Bamboo Reinforcement on Flexural Capacity of Reinforced Concrete Beam with Initial Damage Variation
- Programming method for calculating parameters of optimization of telecommunication network
- Earthquake Analysis of Reinforced Concrete Oblique Columns and Y Shaped Columns using ETABS A Comparative Study
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.
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