Diagnostics of stressed-strained state of framework monolithic structure applying the method of finite elements and method of boundary elements
Keywords:
intense-deformed condition, soil, numerical modeling, method of boundary elementsAbstract
The paper contains the description of the procedure aimed at building structure estimation taking into consideration the method of boundary elements for evaluation of interaction of foundations and soil base. Results of calculations, illustrating the combined actions evaluation are suggested.Downloads
-
PDF (Українська)
Downloads: 61
Abstract views: 160
Published
2010-11-12
How to Cite
[1]
A. S. Morhun, V. O. Popov, and I. M. Met, “Diagnostics of stressed-strained state of framework monolithic structure applying the method of finite elements and method of boundary elements”, Вісник ВПІ, no. 6, pp. 21–24, Nov. 2010.
Issue
Section
Civil engineering
License
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).