Tymoshenko V. Carrying Capacity and Deformity of Compressed Tubular Reinforced Concrete Steel Elements with Joints

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0400U001153

Thesis Registration Form

0400U001153.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

25-04-2000

Specialized Academic Board

Д 44.052.02

Poltava National Technical Yuri Kondratyuk University

Essay

Experimental research of carrying capacity and deformity of compressed reinforsed tubular concretesteelelements with joints. Method obtained on the basis of theoretical aiiows to evaluate carrying capacity and stress-deformed state of elements with joints. Tubular reinforced concrete steel elements have been introduced into a number of carrying structures, considerable technical and ecenomic effect being obtained. That allows to save materials, to lower labour expenditure and the cost of structures and construction.

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