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Stefano de Miranda
Stefano de Miranda
DICAM, University of Bologna, Italy
Verified email at unibo.it
Title
Cited by
Cited by
Year
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 27, 1153-1185, 2020
4762020
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
2332017
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
1712018
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
1282012
Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses
S Degli Abbati, AM D'Altri, D Ottonelli, G Castellazzi, S Cattari, ...
Computers & Structures 213, 51-71, 2019
1232019
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
1112017
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), 2015
1082015
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, 933-961, 2018
1012018
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
932013
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
922018
A damaging block-based model for the analysis of the cyclic behaviour of full-scale masonry structures
AM D'Altri, F Messali, J Rots, G Castellazzi, S de Miranda
Engineering Fracture Mechanics 209, 423-448, 2019
862019
Wind loads and structural response: Benchmarking LES on a low-rise building
M Ricci, L Patruno, S De Miranda
Engineering Structures 144, 26-42, 2017
802017
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
802013
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
722007
Towards LES as a design tool: Wind loads assessment on a high-rise building
M Ricci, L Patruno, I Kalkman, S De Miranda, B Blocken
Journal of Wind Engineering and Industrial Aerodynamics 180, 1-18, 2018
712018
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
702006
Numerical simulation of a 5: 1 rectangular cylinder at non-null angles of attack
L Patruno, M Ricci, S de Miranda, F Ubertini
Journal of Wind Engineering and Industrial Aerodynamics 151, 146-157, 2016
692016
A generalized beam theory with shear deformation
S de Miranda, A Gutiérrez, R Miletta, F Ubertini
Thin-Walled Structures 67, 88-100, 2013
652013
A review of numerical models for masonry structures
AM D’Altri, V Sarhosis, G Milani, J Rots, S Cattari, S Lagomarsino, ...
Numerical modeling of masonry and historical structures, 3-53, 2019
642019
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
642015
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