Influence of dynamic soil-structure interaction on building response to ground vibration

Lars Vabbersgaard Andersen

Eksport af forskningsdata: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

6 Citationer (Scopus)

Resumé

Vibration from traffic and pile driving are an increasing problem in densely populated areas. To assess vibration levels in new or existing buildings near construction sites, roads or railways in the design phase, valid models for prediction of wave transmission via the ground and into a building must be used. In this regard it is often assumed that a no significant back coupling from the building to the ground exists. Thus, a model with free-field vibrations from the ground provides input at the base of the building model. The aim of the present paper is to examine whether—and to which extent—this assumption makes sense. For this purpose, models with and without soil–structure interaction are compared for a variety of cases with respect to soil conditions, construction material and presence of a cellar under the building.
OriginalsprogEngelsk
TitelNumerical Methods in Geotechnical Engineering : proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014
red.Michael A. Hicks, Ronald B. J. Brinkgreve, Alexander Rohe
Antal sider6
Vol/bind2
Forlag/udgivende institutionCRC Press
Udgivelsesdato2014
Sider1087-1092
ISBN (tryk)978-1-138-00146-6
PublikationsstatusUdgivet - 2014
BegivenhederThe European Conference on Numerical Methods in Geotechnical Engineering - Delft, Holland
Varighed: 18 jun. 201420 jun. 2014
Konferencenummer: 8

Konference

KonferenceThe European Conference on Numerical Methods in Geotechnical Engineering
Kommatal8
LandHolland
ByDelft
Periode18/06/201420/06/2014

Fingerprint

Soil structure interactions
Pile driving
Wave transmission
Soils

Citer dette

Andersen, L. V. (2014). Influence of dynamic soil-structure interaction on building response to ground vibration. i M. A. Hicks, R. B. J. Brinkgreve, & A. Rohe (red.), Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014 (Bind 2, s. 1087-1092). CRC Press.
Andersen, Lars Vabbersgaard. / Influence of dynamic soil-structure interaction on building response to ground vibration. Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014. red. / Michael A. Hicks ; Ronald B. J. Brinkgreve ; Alexander Rohe. Bind 2 CRC Press, 2014. s. 1087-1092
@inproceedings{5147c997779548ada7f7a1effc8ff31a,
title = "Influence of dynamic soil-structure interaction on building response to ground vibration",
abstract = "Vibration from traffic and pile driving are an increasing problem in densely populated areas. To assess vibration levels in new or existing buildings near construction sites, roads or railways in the design phase, valid models for prediction of wave transmission via the ground and into a building must be used. In this regard it is often assumed that a no significant back coupling from the building to the ground exists. Thus, a model with free-field vibrations from the ground provides input at the base of the building model. The aim of the present paper is to examine whether—and to which extent—this assumption makes sense. For this purpose, models with and without soil–structure interaction are compared for a variety of cases with respect to soil conditions, construction material and presence of a cellar under the building.",
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booktitle = "Numerical Methods in Geotechnical Engineering",
publisher = "CRC Press",
note = "The European Conference on Numerical Methods in Geotechnical Engineering, NUMGE ; Conference date: 18-06-2014 Through 20-06-2014",

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Andersen, LV 2014, Influence of dynamic soil-structure interaction on building response to ground vibration. i MA Hicks, RBJ Brinkgreve & A Rohe (red), Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014. Bind 2, CRC Press, s. 1087-1092, The European Conference on Numerical Methods in Geotechnical Engineering, Delft, Holland, 18/06/2014.

Influence of dynamic soil-structure interaction on building response to ground vibration. / Andersen, Lars Vabbersgaard.

Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014. redaktører / Michael A. Hicks; Ronald B. J. Brinkgreve; Alexander Rohe. Bind 2 CRC Press, 2014. s. 1087-1092.

Eksport af forskningsdata: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

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N2 - Vibration from traffic and pile driving are an increasing problem in densely populated areas. To assess vibration levels in new or existing buildings near construction sites, roads or railways in the design phase, valid models for prediction of wave transmission via the ground and into a building must be used. In this regard it is often assumed that a no significant back coupling from the building to the ground exists. Thus, a model with free-field vibrations from the ground provides input at the base of the building model. The aim of the present paper is to examine whether—and to which extent—this assumption makes sense. For this purpose, models with and without soil–structure interaction are compared for a variety of cases with respect to soil conditions, construction material and presence of a cellar under the building.

AB - Vibration from traffic and pile driving are an increasing problem in densely populated areas. To assess vibration levels in new or existing buildings near construction sites, roads or railways in the design phase, valid models for prediction of wave transmission via the ground and into a building must be used. In this regard it is often assumed that a no significant back coupling from the building to the ground exists. Thus, a model with free-field vibrations from the ground provides input at the base of the building model. The aim of the present paper is to examine whether—and to which extent—this assumption makes sense. For this purpose, models with and without soil–structure interaction are compared for a variety of cases with respect to soil conditions, construction material and presence of a cellar under the building.

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Andersen LV. Influence of dynamic soil-structure interaction on building response to ground vibration. i Hicks MA, Brinkgreve RBJ, Rohe A, Redaktører, Numerical Methods in Geotechnical Engineering: proceedings of the 8th european conference on numerical methods in geotechnical engineering, Delft, the Netherlands,18-20 June 2014. Bind 2. CRC Press. 2014. s. 1087-1092