-
1
-
-
10644288525
-
Validation of a source-receiver model for road traffic induced vibrations in buildings. Part I: The source model
-
Accepted for publication
-
L. Pyl, G. Degrande, G. Lombaert, and W. Haegeman. Validation of a source-receiver model for road traffic induced vibrations in buildings. Part I: the source model. Journal of Engineering Mechanics, Proceedings of the ASCE, 2004. Accepted for publication.
-
(2004)
Journal of Engineering Mechanics, Proceedings of the ASCE
-
-
Pyl, L.1
Degrande, G.2
Lombaert, G.3
Haegeman, W.4
-
2
-
-
10644288525
-
Validation of a source-receiver model for road traffic induced vibrations in buildings. Part II: The receiver model
-
Accepted for publication
-
L. Pyl, G. Degrande, and D. Clouteau. Validation of a source-receiver model for road traffic induced vibrations in buildings. Part II: the receiver model. Journal of Engineering Mechanics, Proceedings of the ASCE, 2004. Accepted for publication.
-
(2004)
Journal of Engineering Mechanics, Proceedings of the ASCE
-
-
Pyl, L.1
Degrande, G.2
Clouteau, D.3
-
3
-
-
0034306710
-
Numerical modelling of free field traffic induced vibrations
-
G. Lombaert, G. Degrande, and D. Clouteau. Numerical modelling of free field traffic induced vibrations. Soil Dynamics and Earthquake Engineering, 19(7):473-488, 2000.
-
(2000)
Soil Dynamics and Earthquake Engineering
, vol.19
, Issue.7
, pp. 473-488
-
-
Lombaert, G.1
Degrande, G.2
Clouteau, D.3
-
4
-
-
0035816216
-
Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments
-
G. Lombaert and G. Degrande. Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments. Soil Dynamics and Earthquake Engineering, 21(6):485-497, 2001.
-
(2001)
Soil Dynamics and Earthquake Engineering
, vol.21
, Issue.6
, pp. 485-497
-
-
Lombaert, G.1
Degrande, G.2
-
5
-
-
0037627712
-
The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic
-
G. Lombaert and G. Degrande. The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic. Journal of Sound and Vibration, 262:309-331, 2003.
-
(2003)
Journal of Sound and Vibration
, vol.262
, pp. 309-331
-
-
Lombaert, G.1
Degrande, G.2
-
6
-
-
0002696654
-
A subdomain approach to dynamic soil-structure interaction
-
V. Davidovici and R.W. Clough, editors, Ouest Editions/AFPS, Nantes
-
D. Aubry and D. Clouteau. A subdomain approach to dynamic soil-structure interaction. In V. Davidovici and R.W. Clough, editors, Recent advances in Earthquake Engineering and Structural Dynamics, pages 251-272. Ouest Editions/AFPS, Nantes, 1992.
-
(1992)
Recent Advances in Earthquake Engineering and Structural Dynamics
, pp. 251-272
-
-
Aubry, D.1
Clouteau, D.2
-
8
-
-
85007654799
-
Coupling of substructures for dynamic analyses
-
R.J. Craig and M. Bampton. Coupling of substructures for dynamic analyses. AIAA Journal, 6(7):1313-1319, 1968.
-
(1968)
AIAA Journal
, vol.6
, Issue.7
, pp. 1313-1319
-
-
Craig, R.J.1
Bampton, M.2
-
9
-
-
13344288250
-
-
Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris
-
D. Clouteau. MISS Revision 6.2, Manuel Scientifique. Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris, 1999.
-
(1999)
MISS Revision 6.2, Manuel Scientifique
-
-
Clouteau, D.1
-
10
-
-
13344288250
-
-
Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris
-
D. Clouteau. MISS Revision 6.2, Manuel Utilisateur. Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris, 1999.
-
(1999)
MISS Revision 6.2, Manuel Utilisateur
-
-
Clouteau, D.1
-
11
-
-
0016541764
-
Improved component-mode representation for structural dynamic analysis
-
August
-
S. Rubin. Improved component-mode representation for structural dynamic analysis. AIAA Journal, 13(8):995-1006, August 1975.
-
(1975)
AIAA Journal
, vol.13
, Issue.8
, pp. 995-1006
-
-
Rubin, S.1
|