Berestyanskaya S. Stressed-Deformed State of Steel-Concrete Slabs Under Power and Temperature Influences

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0403U000799

Thesis Registration Form

0403U000799.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

18-02-2003

Specialized Academic Board

Д 64.056.04

Kharkov National University of Civil Engineering and Architecture

Essay

Object - steel-concrete stabs; aim - the development of mathematical apparatus for calculating stressed - deformed condition of steel-concrete slabs on force temperature influences; research methods - analytical and numerical; theoretical and practical results - methods permitting to define carrying capacity of steel-concrete slabs under different temperature influence schemes are suggested; different protection ways and their calculating methods are recommended; novelty - methods of evaluating stressed - deformed condition of steel-concrete stabs under force and temperature influences are developed; embeding grade - computer structure calculating programme; embeding sphere - construction structures.

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