Share Your Research, Maximize Your Social Impacts
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.;
Source : Download
Find it from : Google Scholar
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.
Other Latest Articles
- STUDY OF STABILITY OF COMPOSITE STEEL AND CONCRETE COMPRESSED COMPOSITE ELEMENTS
- EXPERIMENTAL RESEARCH OF THE STABILITY OF THE ECCENTRICALLY LOADED STEEL COLUMNS WITH VARIABLE CROSS-SECTION
- FABRICATION AND ERECTION SPATIAL COMPOSITE AND SPACE GRID CABLESTAYED COVERING OF ONE-STORY INDUSTRIAL BUILDING
- DESIGNING OF COMPRESSED CONCRETE FILLED STEEL TUBULAR ELEMENTS JOINTS
- NEW STRUCTURAL DECISIONS OF GIRDERLESS COLLAPSIBLE FLOORS OF MULTISTORY BUILDING
Last modified: 2016-08-01 16:51:04