Computer Modelling of the Stress-strain State of Plug-in Connections of Reinforced Concrete Columns with the Coverage Plates Under the Out-of-square Eccentric Compression
| Author(s): |
Boris S. Sokolov
Evgeniy O. Troshkov |
|---|---|
| Medium: | journal article |
| Language(s): | Russian |
| Published in: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, September 2018, n. 3, v. 14 |
| Page(s): | 126-135 |
| DOI: | 10.22337/2587-9618-2018-14-3-126-135 |
| Abstract: |
The technique and results of computer simulation of the stress-strain state of plug joints of reinforced concrete columns with overlap plates under the effect of out-of-square eccentric compression are described. An analysis of the results obtained is provided to optimize the experimental research plan and to develop a technique for calculating the strength of the joints used in the UICSS bearing system. |
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10336131 - Published on:
02/08/2019 - Last updated on:
02/08/2019
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