Vibrations of rectangular flexible foundation on halfspace

Marko Radisic; Mira Petronijevic; Gerhard Muller

Vibrations of rectangular flexible foundation on halfspace

Marko Radisic, Mira Petronijevic, Gerhard Muller

Chair of Structural Mechanics

University of Belgrade

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combination of the Integral Transform Method (ITM) used for the soil and the Dynamic Stiffness Method (DSM) used for the foundation. The coupling of the foundation and the soil is established using the modal superposition technique. The influence of the foundation mass and the foundation stiffness on the response of the system is analyzed. The accuracy of the results obtained by using the proposed technique is also discussed.

Original language	English
Title of host publication	EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings
Editors	Manolis Papadrakakis, Michalis Fragiadakis, Costas Papadimitriou
Publisher	European Association for Structural Dynamics
Pages	2857-2867
Number of pages	11
ISBN (Electronic)	9786188507210
State	Published - 2020
Event	11th International Conference on Structural Dynamics, EURODYN 2020 - Virtual, Athens, Greece Duration: 23 Nov 2020 → 26 Nov 2020

Publication series

Name	Proceedings of the International Conference on Structural Dynamic , EURODYN
Volume	2
ISSN (Print)	2311-9020

Conference

Conference	11th International Conference on Structural Dynamics, EURODYN 2020
Country/Territory	Greece
City	Virtual, Athens
Period	23/11/20 → 26/11/20

Keywords

Dynamic Stiffness Method
Fourier Transforms
Integral Transform Method
Modal Superposition Method
Substructure Method

Cite this

Radisic, M., Petronijevic, M., & Muller, G. (2020). Vibrations of rectangular flexible foundation on halfspace. In M. Papadrakakis, M. Fragiadakis, & C. Papadimitriou (Eds.), EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings (pp. 2857-2867). (Proceedings of the International Conference on Structural Dynamic , EURODYN; Vol. 2). European Association for Structural Dynamics.

Radisic, Marko ; Petronijevic, Mira ; Muller, Gerhard. / Vibrations of rectangular flexible foundation on halfspace. EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. editor / Manolis Papadrakakis ; Michalis Fragiadakis ; Costas Papadimitriou. European Association for Structural Dynamics, 2020. pp. 2857-2867 (Proceedings of the International Conference on Structural Dynamic , EURODYN).

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title = "Vibrations of rectangular flexible foundation on halfspace",

abstract = "A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combination of the Integral Transform Method (ITM) used for the soil and the Dynamic Stiffness Method (DSM) used for the foundation. The coupling of the foundation and the soil is established using the modal superposition technique. The influence of the foundation mass and the foundation stiffness on the response of the system is analyzed. The accuracy of the results obtained by using the proposed technique is also discussed.",

keywords = "Dynamic Stiffness Method, Fourier Transforms, Integral Transform Method, Modal Superposition Method, Substructure Method",

author = "Marko Radisic and Mira Petronijevic and Gerhard Muller",

note = "Publisher Copyright: {\textcopyright} 2020 European Association for Structural Dynamics. All rights reserved.; 11th International Conference on Structural Dynamics, EURODYN 2020 ; Conference date: 23-11-2020 Through 26-11-2020",

year = "2020",

language = "English",

series = "Proceedings of the International Conference on Structural Dynamic , EURODYN",

publisher = "European Association for Structural Dynamics",

pages = "2857--2867",

editor = "Manolis Papadrakakis and Michalis Fragiadakis and Costas Papadimitriou",

booktitle = "EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings",

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Radisic, M, Petronijevic, M & Muller, G 2020, Vibrations of rectangular flexible foundation on halfspace. in M Papadrakakis, M Fragiadakis & C Papadimitriou (eds), EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. Proceedings of the International Conference on Structural Dynamic , EURODYN, vol. 2, European Association for Structural Dynamics, pp. 2857-2867, 11th International Conference on Structural Dynamics, EURODYN 2020, Virtual, Athens, Greece, 23/11/20.

Vibrations of rectangular flexible foundation on halfspace. / Radisic, Marko; Petronijevic, Mira; Muller, Gerhard.
EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. ed. / Manolis Papadrakakis; Michalis Fragiadakis; Costas Papadimitriou. European Association for Structural Dynamics, 2020. p. 2857-2867 (Proceedings of the International Conference on Structural Dynamic , EURODYN; Vol. 2).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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T1 - Vibrations of rectangular flexible foundation on halfspace

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AU - Petronijevic, Mira

AU - Muller, Gerhard

PY - 2020

Y1 - 2020

N2 - A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combination of the Integral Transform Method (ITM) used for the soil and the Dynamic Stiffness Method (DSM) used for the foundation. The coupling of the foundation and the soil is established using the modal superposition technique. The influence of the foundation mass and the foundation stiffness on the response of the system is analyzed. The accuracy of the results obtained by using the proposed technique is also discussed.

AB - A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency domain that represents a combination of the Integral Transform Method (ITM) used for the soil and the Dynamic Stiffness Method (DSM) used for the foundation. The coupling of the foundation and the soil is established using the modal superposition technique. The influence of the foundation mass and the foundation stiffness on the response of the system is analyzed. The accuracy of the results obtained by using the proposed technique is also discussed.

KW - Dynamic Stiffness Method

KW - Fourier Transforms

KW - Integral Transform Method

KW - Modal Superposition Method

KW - Substructure Method

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AN - SCOPUS:85098682127

T3 - Proceedings of the International Conference on Structural Dynamic , EURODYN

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EP - 2867

BT - EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings

A2 - Papadrakakis, Manolis

A2 - Fragiadakis, Michalis

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PB - European Association for Structural Dynamics

T2 - 11th International Conference on Structural Dynamics, EURODYN 2020

Y2 - 23 November 2020 through 26 November 2020

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Radisic M, Petronijevic M, Muller G. Vibrations of rectangular flexible foundation on halfspace. In Papadrakakis M, Fragiadakis M, Papadimitriou C, editors, EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. European Association for Structural Dynamics. 2020. p. 2857-2867. (Proceedings of the International Conference on Structural Dynamic , EURODYN).

Vibrations of rectangular flexible foundation on halfspace

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