Stefano de Miranda
Stefano de Miranda
DICAM, University of Bologna, Italy
Verified email at
Cited by
Cited by
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
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
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
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
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
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 generalized beam theory with shear deformation
S de Miranda, A Gutiérrez, R Miletta, F Ubertini
Thin-Walled Structures 67, 88-100, 2013
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
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
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
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
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 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
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
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
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
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
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
Modeling strategies for the computational analysis of unreinforced masonry structures: review and classification
AM D’Altri, V Sarhosis, G Milani, J Rots, S Cattari, S Lagomarsino, ...
Archives of Computational Methods in Engineering, 1-33, 2019
The system can't perform the operation now. Try again later.
Articles 1–20