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Mairone, Mattia
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1

Non-Linear Analysis of R.C. and P.R.C. Girder Bridges:

Givonetti, Marco ; Mairone, Mattia ; Asso, Rebecca...
Designs.  7 (2023)  4 - p. 102 , 2023
Link: https://doi.org/10.3390/..
 
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2

Non-linear Analysis of RC and PRC Structures Towards a Maxi..:

, In: Lecture Notes in Civil Engineering; Building for the Future: Durable, Sustainable, Resilient,
Givonetti, Marco ; Mairone, Mattia ; Asso, Rebecca... - p. 209-218 , 2023
Link: https://doi.org/10.1007/..
 
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3

Behaviour and Analysis of Horizontally Curved Steel Box-Gir..:

Mairone, Mattia ; Asso, Rebecca ; Masera, Davide.
Open Journal of Civil Engineering.  12 (2022)  3 - p. 390-414 , 2022
Link: https://doi.org/10.4236/..
 
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4

Fatigue Performance Analysis of an Existing Orthotropic Ste..:

Mairone, Mattia ; Asso, Rebecca ; Masera, Davide...
Infrastructures.  7 (2022)  10 - p. 135 , 2022
Link: https://doi.org/10.3390/..
 
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5

Non-Linear Analysis of R.C. and P.R.C. Girder Bridges:

Marco Givonetti ; Mattia Mairone ; Rebecca Asso...
https://www.mdpi.com/2411-9660/7/4/102.  , 2023
Link: https://doi.org/10.3390/..
 
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6

Non-Linear Analysis of R.C. and P.R.C. Girder Bridges:

Marco Givonetti ; Mattia Mairone ; Rebecca Asso...
Civil Engineering Design.  , 2023
Link: https://doi.org/10.3390/..
 
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7

Fatigue Performance Analysis of an Existing Orthotropic Ste..:

Mattia Mairone ; Rebecca Asso ; Davide Masera...
https://dx.doi.org/10.3390/infrastructures7100135.  , 2022
Link: https://doi.org/10.3390/..
 
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8

Fatigue Performance Analysis of an Existing Orthotropic Ste..:

Mattia Mairone ; Rebecca Asso ; Davide Masera...
info:eu-repo/semantics/altIdentifier/wos/WOS:000873139000001.  , 2022
Link: https://hdl.handle.net/1..
 
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9

Behaviour and Analysis of Horizontally Curved Steel Box-Gir..:

Mattia Mairone ; Rebecca Asso ; Davide Masera.
volume:12.  , 2022
Link: https://hdl.handle.net/1..
 
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10

Fatigue Performance Analysis of an Existing Orthotropic Ste..:

Mattia Mairone ; Rebecca Asso ; Davide Masera...
https://www.mdpi.com/2412-3811/7/10/135.  , 2022
Link: https://doi.org/10.3390/..
 
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