Research of Influence of Soil Strength Failure on the Initial Seismic Action Transformation

The article examines the base - foundation slab system joint work with the nonlinear nature of the work and potential loss of base soil strength taking into account. As a source of the seismic action a three component accelerogram of an earthquake, rated to 9 points, was adopted. Base soil was modeled by means of a non-linear Mohr-Coulomb model, where failure conditions with specified limit values of shear strain and stress limitations with not working in tension soil have been entered. The calculation was made in LS-DYNA software package by a direct dynamic method with integration of motion equations using an explicit scheme. The article presents a comparison of results obtained with and without strength soil failure, as well as a research of original seismic impact transformation during weight loading facilities of the construction site was carried out. © 2016 The Authors.

Авторы
Mkrtychev O.V.1 , Busalova M.S. 2
Редакторы
-
Сборник материалов конференции
Издательство
Elsevier Ltd
Номер выпуска
-
Язык
Английский
Страницы
467-474
Статус
Опубликовано
Подразделение
-
Ссылка
-
Номер
-
Том
153
Год
2016
Организации
  • 1 Moscow State University of Civil Engineering (National Research University), Yaroslavl Shosse, 26, Moscow, 129337, Russian Federation
  • 2 RUDN University, Miklukho-Maklaya str., 6, Moscow, 117198, Russian Federation
Ключевые слова
destruction conditions; effects of earthquakes; nonlinear dynamic method; nonlinear soil behavior; seismic action
Дата создания
19.10.2018
Дата изменения
19.10.2018
Постоянная ссылка
https://repository.rudn.ru/ru/records/article/record/4213/