Gomon S. Behavior and carrying capacity of biaxial compressed reinforced concrete elements under small cycles loadings.

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0408U004662

Thesis Registration Form

0408U004662.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

24-10-2008

Specialized Academic Board

Д 35.052.17

Lviv Polytechnic National University

Essay

This thesis is devoted to the research of stress-strain states and biaxial compressed reinforced concrete elements strength of design under influence of small cycles loadings on the basis of deformation model.In this work results of experimental research in temporary status and small cyclical loadings biaxial compressed reinforced concrete elements were engaged in and analyzed. The dynamic of the shift in physical state of concrete and armature, tensile shift, area of compressed zone, and neutral line upon such loadings were observed and analyzed.Design method of biaxial compressed reinforced concrete elements were improved under small cycles loadings in view of full diagram of concrete deformation. Comparison of theoretical and experimental data was carried out.

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Files

Dovidky-1.tif

Dovidky-2.tif

Dovidky-3.tif

aref.doc

дисертація Гомон C.C-Вступна частина.doc

дисертація Гомон C.C-Додатки.doc

дисертація Гомон C.C-Зміст.doc

дисертація Гомон C.C-Розділ 1.doc

дисертація Гомон C.C-Розділ 2.doc

дисертація Гомон C.C-Розділ 3.doc

дисертація Гомон C.C-Розділ 4.doc

дисертація Гомон C.C-Розділ 5.doc

дисертація Гомон C.C-Список використаних джерел.doc

дисертація Гомон C.C-Титульна сторінка.doc

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