Concrete filled tubular elements with dismountable joints bearing capacity determination
Geodesy, Architecture & Construction
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First published on this website: 02.06.2019 - 12:46
Abstract
In the article the method of determining the bearing capacity of the dismountable joints of concrete filled tubular elements is presented (in particular elements with a flange joint, joints with longitudinal ribs and steel coupling joint). With the help of the above algorithm, the diagrams of the bearing capacity of the dismountable joints are constructed. Comparison was made to determine the most optimal joints from presented.
References
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Dear,
I should note that a work place of a second author was changed, so I ask you publish second version of the paper only.
We attached the second version of the article again.
Could you answer this request? We would like to know that you are informed about this.
Sincerely
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DSc, Head of the Department of Construction Technology of Sumy National Agrarian University
Gasii Grygorii
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