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Schevenels, M.
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1

Design optimization of hybrid steel/timber structures for m..:

Van Cauteren, D. ; Ramon, D. ; Stroeckx, J...
Energy and Buildings.  254 (2022)  - p. 111600 , 2022
Link: https://doi.org/10.1016/..
 
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2

Density filtering regularization of finite element model up..:

Reumers, P. ; Van hoorickx, C. ; Schevenels, M..
Mechanical Systems and Signal Processing.  128 (2019)  - p. 282-294 , 2019
Link: https://doi.org/10.1016/..
 
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3

Shape optimized inclined single and double wall wave barrie..:

Bordón, J.D.R. ; Van hoorickx, C. ; Aznárez, J.J....
Soil Dynamics and Earthquake Engineering.  112 (2018)  - p. 215-231 , 2018
Link: https://doi.org/10.1016/..
 
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4

Mixed-integer linear programming approach for global discre..:

Van Mellaert, R. ; Mela, K. ; Tiainen, T....
Structural and Multidisciplinary Optimization.  57 (2017)  2 - p. 579-593 , 2017
Link: https://doi.org/10.1007/..
 
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5

Double wall barriers for the reduction of ground vibration ..:

Van hoorickx, C. ; Schevenels, M. ; Lombaert, G.
Soil Dynamics and Earthquake Engineering.  97 (2017)  - p. 1-13 , 2017
Link: https://doi.org/10.1016/..
 
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6

Topology optimization of two-dimensional elastic wave barri..:

Van hoorickx, C. ; Sigmund, O. ; Schevenels, M...
Journal of Sound and Vibration.  376 (2016)  - p. 95-111 , 2016
Link: https://doi.org/10.1016/..
 
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7

Robust topology optimization of structures with imperfect g..:

Jansen, M. ; Lombaert, G. ; Schevenels, M.
Computer Methods in Applied Mechanics and Engineering.  285 (2015)  - p. 452-467 , 2015
Link: https://doi.org/10.1016/..
 
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8

The fictitious force method for efficient calculation of vi..:

Hussein, M.F.M. ; François, S. ; Schevenels, M....
Journal of Sound and Vibration.  333 (2014)  25 - p. 6996-7018 , 2014
Link: https://doi.org/10.1016/..
 
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9

Topology optimization with geometric uncertainties by pertu..:

Lazarov, B. S. ; Schevenels, M. ; Sigmund, O.
International Journal for Numerical Methods in Engineering.  90 (2012)  11 - p. 1321-1336 , 2012
Link: https://doi.org/10.1002/..
 
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10

A two‐and‐a‐half‐dimensional displacement‐based PML for ela..:

François, S. ; Schevenels, M. ; Lombaert, G..
International Journal for Numerical Methods in Engineering.  90 (2011)  7 - p. 819-837 , 2011
Link: https://doi.org/10.1002/..
 
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11

Robust topology optimization accounting for spatially varyi..:

Schevenels, M. ; Lazarov, B.S. ; Sigmund, O.
Computer Methods in Applied Mechanics and Engineering.  200 (2011)  49-52 - p. 3613-3627 , 2011
Link: https://doi.org/10.1016/..
 
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12

Robust design of large-displacement compliant mechanisms:

Lazarov, B. S. ; Schevenels, M. ; Sigmund, O.
Mechanical Sciences.  2 (2011)  2 - p. 175-182 , 2011
Link: https://doi.org/10.5194/..
 
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13

A 2.5D coupled FE–BE methodology for the dynamic interactio..:

François, S. ; Schevenels, M. ; Galvín, P...
Computer Methods in Applied Mechanics and Engineering.  199 (2010)  23-24 - p. 1536-1548 , 2010
Link: https://doi.org/10.1016/..
 
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14

A 2.5D coupled FE-BE model for the prediction of railway in..:

Galvín, P. ; François, S. ; Schevenels, M....
Soil Dynamics and Earthquake Engineering.  30 (2010)  12 - p. 1500-1512 , 2010
Link: https://doi.org/10.1016/..
 
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15

Determination of the material damping ratio in the soil fro..:

Badsar, S. A. ; Schevenels, M. ; Haegeman, W..
Geophysical Journal International.  182 (2010)  3 - p. 1493-1508 , 2010
Link: https://doi.org/10.1111/..
 
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