Stefano de Miranda
Stefano de Miranda
DICAM, University of Bologna, Italy
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An innovative numerical modeling strategy for the structural analysis of historical monumental buildings
G Castellazzi, AM D’Altri, S de Miranda, F Ubertini
Engineering Structures 132, 229-248, 2017
Three-dimensional numerical modelling of falling rock protection barriers
C Gentilini, L Govoni, S de Miranda, G Gottardi, F Ubertini
Computers and Geotechnics 44, 58-72, 2012
Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels
PG Asteris, L Cavaleri, F Di Trapani, AK Tsaris
Engineering Structures 132, 110-122, 2017
On the evaluation of bridge deck flutter derivatives using RANS turbulence models
F Brusiani, S De Miranda, L Patruno, F Ubertini, P Vaona
Journal of Wind Engineering and Industrial Aerodynamics 119, 39-47, 2013
A simple hybrid stress element for shear deformable plates
S De Miranda, F Ubertini
International Journal for Numerical Methods in Engineering 65 (6), 808-833, 2006
Koiter analysis of folded structures using a corotational approach
G Zagari, A Madeo, R Casciaro, S De Miranda, F Ubertini
International Journal of Solids and Structures 50 (5), 755-765, 2013
A stress/displacement virtual element method for plane elasticity problems
E Artioli, S De Miranda, C Lovadina, L Patruno
Computer Methods in Applied Mechanics and Engineering 325, 155-174, 2017
Drying of salt contaminated porous media: Effect of primary and secondary nucleation
J Desarnaud, H Derluyn, L Molari, S de Miranda, V Cnudde, ...
Journal of Applied Physics 118 (11), 114901, 2015
A generalized beam theory with shear deformation
S de Miranda, A Gutiérrez, R Miletta, F Ubertini
Thin-Walled Structures 67, 88-100, 2013
Estimation of elastic constants of thick laminated plates within a Bayesian framework
F Daghia, S de Miranda, F Ubertini, E Viola
Composite Structures 80 (3), 461-473, 2007
Numerical insights on the seismic behavior of a non-isolated historical masonry tower
G Castellazzi, AM D’Altri, S de Miranda, A Chiozzi, A Tralli
Bulletin of Earthquake Engineering 16 (2), 933-961, 2018
A coupled multiphase model for hygrothermal analysis of masonry structures and prediction of stress induced by salt crystallization
G Castellazzi, C Colla, S De Miranda, G Formica, E Gabrielli, L Molari, ...
Construction and Building Materials 41, 717-731, 2013
A posteriori error estimation based on the superconvergent Recovery by Compatibility in Patches
A Benedetti, S De Miranda, F Ubertini
International Journal for Numerical Methods in Engineering 67 (1), 108-131, 2006
On the identification of flutter derivatives of bridge decks via RANS turbulence models: Benchmarking on rectangular prisms
S de Miranda, L Patruno, F Ubertini, G Vairo
Engineering Structures 76, 359-370, 2014
A hybrid stress approach for laminated composite plates within the first-order shear deformation theory
F Daghia, S De Miranda, F Ubertini, E Viola
International Journal of Solids and Structures 45 (6), 1766-1787, 2008
Ambient vibration‐based finite element model updating of an earthquake‐damaged masonry tower
E Bassoli, L Vincenzi, AM D'Altri, S de Miranda, M Forghieri, G Castellazzi
Structural Control and Health Monitoring 25 (5), e2150, 2018
Numerical study of a twin box bridge deck with increasing gap ratio by using RANS and LES approaches
S De Miranda, L Patruno, M Ricci, F Ubertini
Engineering Structures 99, 546-558, 2015
A 3D detailed micro-model for the in-plane and out-of-plane numerical analysis of masonry panels
AM D'Altri, S de Miranda, G Castellazzi, V Sarhosis
Computers & Structures 206, 18-30, 2018
Seismic-induced damage in historical masonry vaults: a case-study in the 2012 Emilia earthquake-stricken area
AM D'Altri, G Castellazzi, S de Miranda, A Tralli
Journal of Building Engineering 13, 224-243, 2017
Adaptivity based on the recovery by compatibility in patches
G Castellazzi, S De Miranda, F Ubertini
Finite Elements in Analysis and Design 46 (5), 379-390, 2010
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