Stefano de Miranda
Stefano de Miranda
DICAM, University of Bologna, Italy
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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
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
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
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
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
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
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
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
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
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 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
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
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
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 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
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
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
A generalized beam theory with shear deformation
S de Miranda, A Gutiérrez, R Miletta, F Ubertini
Thin-Walled Structures 67, 88-100, 2013
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
The need of multidisciplinary approaches and engineering tools for the development and implementation of the smart city paradigm
O Andrisano, I Bartolini, P Bellavista, A Boeri, L Bononi, A Borghetti, ...
Proceedings of the IEEE 106 (4), 738-760, 2018
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