ASSESSMENT OF THE BEARING CAPACITY OF ELEMENTS OF REINFORCED CONCRETE FLOORS WITH REGARD TO ADAPTATION TO SPECIAL EFFECTS
Rubrics: UNCATEGORIZED
Authors:
1.
Yaroslavl State Technical University
Yaroslavl, Yaroslavl, Russian Federation
Yaroslavl, Yaroslavl, Russian Federation
Type:
Article
Pages:
from 36
to 38
Status:
Published
Received:
11.09.2020
Accepted:
15.10.2020
Published:
19.12.2020
Subject area:
UDK 687.386 Пояса. Детали поясов
Language:
English
Keywords:
special effects, progressive collapse, super-critical stages of deformation, transformation of the design scheme
Abstract (English):
The paper discusses the features of the calculation of reinforced concrete bar structures during possible emergencies. A modified deformation model is used to calculate the bearing capacity of a bendable reinforced concrete element. Specific calculations can be per-formed at different levels: an element cross-section, an individual element, a structural system.
The paper discusses the features of the calculation of reinforced concrete bar structures during possible emergencies. A modified deformation model is used to calculate the bearing capacity of a bendable reinforced concrete element. Specific calculations can be per-formed at different levels: an element cross-section, an individual element, a structural system.
Keywords:
special effects, progressive collapse, super-critical stages of deformation, transformation of the design scheme
special effects, progressive collapse, super-critical stages of deformation, transformation of the design scheme
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