Experimental and Theoretical Rationale for Maximum Loading with a Specified Degree of Risk When Simulating the Operation of a "Bed-Foundation-Superstructure" System
- Авторы: Pshenichkina V.A.1, Politov S.I.2, Chirkov A.A.2
-
Учреждения:
- Volgograd Architectural and Construction University
- Institute of Service, Tourism, and Design
- Выпуск: Том 52, № 6 (2016)
- Страницы: 311-316
- Раздел: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/243995
- DOI: https://doi.org/10.1007/s11204-016-9346-z
- ID: 243995
Цитировать
Аннотация
A procedure for carrying out and examining the results of experimental studies on reinforced concrete foundations under a superstructure over the entire load interval, up to failure. Conclusions are drawn regarding the comparability of results from experimental studies of punching shear failure in reinforced concrete foundation models at design loads obtained using theory-of-reliability methods.
Об авторах
V. Pshenichkina
Volgograd Architectural and Construction University
Email: smfe@mail.ru
Россия, Pyatigorsk
S. Politov
Institute of Service, Tourism, and Design
Email: smfe@mail.ru
Россия, Pyatigorsk
A. Chirkov
Institute of Service, Tourism, and Design
Email: smfe@mail.ru
Россия, Pyatigorsk
Дополнительные файлы
