Oliynyk N. Influence of technological injure of concrete on the hardiness and stabiliti of cracks curved reinforced-concrete elements on normal sections

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0407U001426

Thesis Registration Form

0407U001426.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

13-03-2007

Specialized Academic Board

Д 41.085.01

Odessa State Academy of Civil Engineering and Architecture

Essay

The object of researches a concrete prisms and reinforsed concrete beams with influence of technological injure, the aim - experimental and theoretical explanation of influence of technological injure concrete on bearing capacity of normal sections of the reinforced-concrete curved elements , the methods - are utilization of special and generally methodic, theoretical analysis, the results - physics-mechanical characteristics of concrete, bearing capacity and strain-deformed state of the reinforced-concrete beams with account of technological injury are definited, the new approaches - influence of technological injure of concrete curved elements on bearing capaciti their normal sections is studied, all this thesis has been applicated at designing of habitable premises constructions, sphere of use - designing of beams constructions.

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Files

АВТОРЕФЕРАТ--АВТОРЕФЕРАТ ТЕКСТ.doc

АВТОРЕФЕРАТ--АВТОРЕФЕРАТ ТИТУЛ.doc

ДИССЕРТАЦИЯ--Cписок литературы.doc

ДИССЕРТАЦИЯ--ВВЕДЕНИЕ.doc

ДИССЕРТАЦИЯ--ВЫВОДЫ.doc

ДИССЕРТАЦИЯ--Приложение_А.doc

ДИССЕРТАЦИЯ--Раздел 1.doc

ДИССЕРТАЦИЯ--Раздел 2.doc

ДИССЕРТАЦИЯ--Раздел 3.doc

ДИССЕРТАЦИЯ--Раздел 4.doc

ДИССЕРТАЦИЯ--Раздел 5.doc

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