2011
DOI: 10.3397/1.3633330
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Modeling the influence of structural modifications on the response of a building to railway vibration

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Cited by 15 publications
(11 citation statements)
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“…For more information regarding the latter, the reader is referred to the literature [44,114,149]. In the following, the focus will be on the prediction of the free-field response and the building response is not considered.…”
Section: Numerical Modelsmentioning
confidence: 99%
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“…For more information regarding the latter, the reader is referred to the literature [44,114,149]. In the following, the focus will be on the prediction of the free-field response and the building response is not considered.…”
Section: Numerical Modelsmentioning
confidence: 99%
“…The response of buildings [40,44,149], human perception of vibration and exposure-effect relation [49,112,115,144], and limit values in norms and guidelines are not discussed. The focus is on the governing physical mechanisms, prediction, and mitigation of ground-borne vibration.…”
Section: Introductionmentioning
confidence: 99%
“…The 2.5D version of MEFISSTO makes use of the developments published in 2000 by Tadeu & al [11] which showed that the 2.5D solution can be obtained by solving a set of 2D problems, each written for a given wavenumber k y , and by carrying a spatial Fourier transformation of the results. It has been showed [12] that the 2.5D aspects are essential in order to include realistic surface excitations. In many situations, such as for extended geometries along the y direction, this will suffice to obtain a realistic behaviour of the underground structure.…”
Section: Introductionmentioning
confidence: 99%
“…However, the influence of these interaction effects is not a well-studied area for traffic-induced building vibrations. Exceptions include the study of the effect of structural modifications to the receiving building and its surroundings in order to mitigate the vibrational response induced by ground sources [3,4,5,6,7,8].…”
Section: Introductionmentioning
confidence: 99%