COMPUTER SIMULATION OF BEARING CAPACITY OF LIGHT-WEIGHT STEEL SLENDER SECTIONS OF DIFFERENT CONFIGURATION
Abstract
The paper presents the methods of detecting the bearing capacity of light-weight steel slender sections using computer simulation. Two different configurations of slender sections are described: the traditional C-type section and the modified type ATLANT section. The results obtained are compared and their sensitivity to different input parameters (thickness, altitude, etc.) is analyzed in this paper.
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Review
For citations:
Kosykh P.A. COMPUTER SIMULATION OF BEARING CAPACITY OF LIGHT-WEIGHT STEEL SLENDER SECTIONS OF DIFFERENT CONFIGURATION. Vestnik of Tomsk state university of architecture and building. 2015;(2):135-143. (In Russ.)
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