In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé`s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.
Source:
Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 2016, 32, 549-558
TY - CONF
AU - Radišić, Marko
AU - Petronijević, Mira
PY - 2016
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1412
AB - In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé`s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.
PB - Građevinski fakultet Subotica, Subotica
C3 - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1 - Vertical Response of Adjacent Foundations on Layered Soil by ITM
T1 - Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM
EP - 558
SP - 549
VL - 32
DO - 10.14415/konferencijaGFS2016.056
ER -
@conference{
author = "Radišić, Marko and Petronijević, Mira",
year = "2016",
abstract = "In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé`s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.",
publisher = "Građevinski fakultet Subotica, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Vertical Response of Adjacent Foundations on Layered Soil by ITM, Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM",
pages = "558-549",
volume = "32",
doi = "10.14415/konferencijaGFS2016.056"
}
Radišić, M.,& Petronijević, M.. (2016). Vertical Response of Adjacent Foundations on Layered Soil by ITM. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet Subotica, Subotica., 32, 549-558.
https://doi.org/10.14415/konferencijaGFS2016.056
Radišić M, Petronijević M. Vertical Response of Adjacent Foundations on Layered Soil by ITM. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:549-558.
doi:10.14415/konferencijaGFS2016.056 .
Radišić, Marko, Petronijević, Mira, "Vertical Response of Adjacent Foundations on Layered Soil by ITM" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):549-558,
https://doi.org/10.14415/konferencijaGFS2016.056 . .
