In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform method. Non-relaxed boundary conditions, without separation or sliding, between the soil and foundation are assumed. First, the compliances for one rigid foundation on the half space are calculated and compared with the results from the literature. Than the impedance matrix of a single foundation as well as the impedance matrix of four rigid foundations are obtained. The influence between adjacent rigid surface foundations resting on the half space is presented.
Keywords:
Soil-structure interaction / Integral Transform Method / Impedance / Halfspace / Frequency domain / Wave-number domain / Foundation
Source:
Proceedings of the International Conference on Structural Dynamic , EURODYN, 2014, 653-659
TY - CONF
AU - Radišić, Marko
AU - Mueller, G.
AU - Petronijević, Mira
PY - 2014
UR - https://grafar.grf.bg.ac.rs/handle/123456789/647
AB - In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform method. Non-relaxed boundary conditions, without separation or sliding, between the soil and foundation are assumed. First, the compliances for one rigid foundation on the half space are calculated and compared with the results from the literature. Than the impedance matrix of a single foundation as well as the impedance matrix of four rigid foundations are obtained. The influence between adjacent rigid surface foundations resting on the half space is presented.
PB - European Association for Structural Dynamics
C3 - Proceedings of the International Conference on Structural Dynamic , EURODYN
T1 - Impedance matrix for four adjacent rigid surface foundations
EP - 659
SP - 653
UR - https://hdl.handle.net/21.15107/rcub_grafar_647
ER -
@conference{
author = "Radišić, Marko and Mueller, G. and Petronijević, Mira",
year = "2014",
abstract = "In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform method. Non-relaxed boundary conditions, without separation or sliding, between the soil and foundation are assumed. First, the compliances for one rigid foundation on the half space are calculated and compared with the results from the literature. Than the impedance matrix of a single foundation as well as the impedance matrix of four rigid foundations are obtained. The influence between adjacent rigid surface foundations resting on the half space is presented.",
publisher = "European Association for Structural Dynamics",
journal = "Proceedings of the International Conference on Structural Dynamic , EURODYN",
title = "Impedance matrix for four adjacent rigid surface foundations",
pages = "659-653",
url = "https://hdl.handle.net/21.15107/rcub_grafar_647"
}
Radišić, M., Mueller, G.,& Petronijević, M.. (2014). Impedance matrix for four adjacent rigid surface foundations. in Proceedings of the International Conference on Structural Dynamic , EURODYN
European Association for Structural Dynamics., 653-659.
https://hdl.handle.net/21.15107/rcub_grafar_647
Radišić M, Mueller G, Petronijević M. Impedance matrix for four adjacent rigid surface foundations. in Proceedings of the International Conference on Structural Dynamic , EURODYN. 2014;:653-659.
https://hdl.handle.net/21.15107/rcub_grafar_647 .
Radišić, Marko, Mueller, G., Petronijević, Mira, "Impedance matrix for four adjacent rigid surface foundations" in Proceedings of the International Conference on Structural Dynamic , EURODYN (2014):653-659,
https://hdl.handle.net/21.15107/rcub_grafar_647 .
