EXPERIMENTAL RESEARCH OF THE STABILITY OF THE ECCENTRICALLY LOADED STEEL COLUMNS WITH VARIABLE CROSS-SECTION
Journal: Academic Journal "Industrial Machine Building, Civil Engineering" (Vol.1, No. 42)Publication Date: 2014-11-26
Authors : G. Trusov; V. Ruban;
Page : 198-202
Keywords : variable cross-section; beam-column; stability; eccentrically loaded steel columns; experiment; bearing ability.;
Abstract
Abstract. The article provides experimental research of bearing ability of eccentrically loaded steel columns with variable cross-section. There is shown the comparison between the results of experimental and numerical research.
Other Latest Articles
- 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
- STRUCTURAL-GUY ROPE SHALLOW SHELL
- THE MATHEMATICAL DESIGN OF EMERGENCY CAPACITY IN PROGRAMMATIC COMPLEX ?LIRA? AND ITS CONSTRACTION ELEMENTS OF TENSION-DEFORMED STATE RESEARCH
Last modified: 2016-08-01 16:48:14