Validation of a Source–Receiver Model for Road Traffic-Induced Vibrations in Buildings. I: Source Model

Author:

Pyl Lincy1,Degrande Geert2,Lombaert Geert3,Haegeman Wim4

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, K. U. Leuven, Kasteelpark Arenberg 40, B-3001 Leuven, Belgium.

2. Professor, Dept. of Civil Engineering, K. U. Leuven, Kasteelpark Arenberg 40, B-3001 Leuven, Belgium.

3. Postdoctoral Researcher, Dept. of Civil Engineering, K.U. Leuven, Kasteelpark Arenberg 40, B-3001 Leuven, Belgium.

4. Assistant Professor, Laboratory of Soil Mechanics, Ghent Univ., Technologiepark 9, B-9052 Zwijnaarde, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference33 articles.

1. Remedial measures for traffic-induced vibrations at a residential site. I: Field tests;Al-Hunaidi M.;Can. Acoust.,1991

2. Aubry D. and Clouteau D. ( 1992). “A subdomain approach to dynamic soil–structure interaction.” Recent Advances in Earthquake Engineering and Structural Dynamics V. Davidovici and R. Clough eds. Ouest Editions/AFPS Nantes 251–272.

3. Aubry D. Clouteau D. and Bonnet G. ( 1994). “Modelling of wave propagation due to fixed or mobile dynamic sources.” Workshop Wave ’94 Wave propagation and Reduction of Vibrations N. Chouw and G. Schmid eds. Rühr Univ. Bochum Germany 109–121.

4. Cebon D. ( 1993). “Interaction between heavy vehicles and roads.” SP-951 L. R. Buckendale Lecture Society of Automotive Engineers.

5. Clouteau D. ( 1990). “Propagation d’ondes dans des milieux hétérogènes. Application à la tenue des ouvrages sous séismes.” PhD thesis Laboratoire de Mécanique des Sols Structures et Matériaux Ecole Centrale de Paris.

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