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ANALYSIS OF THE INFLUENCE OF SUBGRADE STIFFNESS ON THE FREQUENCIES AND MODE SHAPES OF STRUCTURES
Author(s) -
Сергей Строк,
Sergey I. Strok,
Валерия Пшеничкина,
Вячеслав Дроздов,
Vyacheslav Drozdov
Publication year - 2018
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/article_5b7d0c80930cc2.14137384
Subject(s) - rigidity (electromagnetism) , stiffness , subgrade , structural engineering , modal analysis , modal , oscillation (cell signaling) , soil structure interaction , structural rigidity , mode (computer interface) , base (topology) , mathematics , engineering , mathematical analysis , computer science , materials science , finite element method , composite material , biology , genetics , operating system
The results of the study of the influence of the rigidity of the soil base on the dynamic characteristics of structures, namely the frequency, modal mass, oscillation forms are given. Two types of structural solutions of structures are considered: symmetrical in plan with respect to one axis of the building and symmetric in plan with respect to two axes of the building. The parameters for modeling the stiffness dynamic characteristics of different types of soil bases are determined.

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