Dzhura V. Compressed steel I-rolled elements with free spaces filled with concrete

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0406U003822

Thesis Registration Form

0406U003822.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

19-09-2006

Specialized Academic Board

К 26.833.01

State Enterprise "The State Research Institute of Building Constructions"

Essay

The thesis researches bearing capacity and strained-deformed state of the compressed steel I-rolled elements with free lateral spaces filled with concrete under the central, eccentrical and oblique eccentrical compression. The compressed test samples of different length, longitudinal reinforcement diameter and load eccentricity are investigated. Recommendations for calculating of experimental structures from given section, deformation scheme and limit states are proposed. The research results were used in real construction design and applied to building which saved construction materials and reduced financial expenses. The key words: I-rolled element, steel reinforced concrete structures, strain, deformations, bearing capacity.

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Files

1 Раздел.doc

2 Раздел.doc

3 Раздел.doc

4 Раздел.doc

Автореферат.doc

Додатки.doc

Литература.doc

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