ASSESSMENT OF THE BEARING CAPACITY OF ELEMENTS OF REINFORCED CONCRETE FLOORS WITH REGARD TO ADAPTATION TO SPECIAL EFFECTS
Рубрики: БЕЗ РУБРИКИ
Авторы:
1.
Ярославский государственный технический университет
Ярославль, Ярославская область, Россия
Ярославль, Ярославская область, Россия
Тип:
Статья
Страницы:
с 36
по 38
Статус:
Опубликован
Получено:
11.09.2020
Одобрено:
15.10.2020
Опубликовано:
19.12.2020
Классификаторы:
УДК 687.386 Пояса. Детали поясов
Язык материала:
английский
Ключевые слова:
special effects, progressive collapse, super-critical stages of deformation, transformation of the design scheme
Аннотация (русский):
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.
Ключевые слова:
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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4. SP 385.1325800.2018 Protection of buildings and structures against progressive collapse. Design code. Basic provisions. M.: Standartinform. 2018. 20 p. (in Russian).
5. UCF 4-023-03. Unified Facilities Criteria (UFC). Design of Buildings to Resist Progressive Collapse / Department of De-fense USA. 2005.
