ANALYSIS OF THE EFFECT OF ECCENTRICITY ON THE MAGNITUDE OF THE DESTRUCTIVE FORCE OF MASONRY
Journal Title: Молодий вчений - Year 2018, Vol 4, Issue 56
Abstract
In the laboratory of the OSACEA the full-scale tests to study the effect of different types of damage to the bearing capacity were conducted. 15 samples were modeled and tested, with three types of damages, which changed at three levels. Selected types of damage that affect bearing capacity most. In the COMPEX software complex, the three-factor ES model was modeled. Based on the three-factor model ES received three two-factor form with different eccentricities x3 = 1, 0 and 1.
Authors and Affiliations
I. V. Klymenko, A. D. Dovgan, I. I. Grynyova, S. P. Cherednychenko
Keywords
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