Giliojo pamato pagrindo įtempimų skaičiavimas baigtininių elementų metodu

Gruodis, Rimvydas; Markauskas, Darius

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/114466

Giliojo pamato pagrindo įtempimų skaičiavimas baigtininių elementų metodu

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Gruodis, Rimvydas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Markauskas, Darius	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

Giliojo pamato pagrindo įtempimų skaičiavimas baigtininių elementų metodu

[lt]

R. Gruodis, D. Markauskas

Title in other language

Deep foundation ground stress analysis by the finite element method

[en]

Is part of

Modern building materials, structures and techniques : proceedings of 6th international conference, held on May 19-21, 1999, Vilnius, Lithuania

Published In

Year	Start Page	End Page
1999	292	296

Publisher

Vilnius : Technika, 1999

Extent

p. 292-296

URI

URI
https://hdl.handle.net/20.500.14911/114466

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The paper discusses the problems of deep foundation ground stress analysis by evaluating the distribution of the force between the base and walls of foundation. It is determined that there is a significant the results obtained by the finite element method and the presently valid design standards. Therefore, for the present stage of the problem solution an analytical method could be used for deep foundation ground stress analysis, using the results of ground analysis by the finite element method.