Giovanni Castellazzi
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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
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 (4), 1153-1185, 2020
From laser scanning to finite element analysis of complex buildings by using a semi-automatic procedure
G Castellazzi, AM D'Altri, G Bitelli, I Selvaggi, A Lambertini
Sensors 15 (8), 18360-18380, 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 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
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
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 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
Seismic vulnerability assessment of a historical church: limit analysis and nonlinear finite element analysis
G Castellazzi, C Gentilini, L Nobile
Advances in Civil Engineering 2013, 2013
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
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
Displacement‐based finite elements with nodal integration for Reissner–Mindlin plates
G Castellazzi, P Krysl
International journal for numerical methods in engineering 80 (2), 135-162, 2009
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
Stability analysis of leaning historic masonry structures
AM D'Altri, G Milani, S de Miranda, G Castellazzi, V Sarhosis
Automation in Construction 92, 199-213, 2018
A displacement-based finite element formulation for the analysis of laminated composite plates
G Castellazzi, P Krysl, I Bartoli
Composite Structures 95, 518-527, 2013
Patch based stress recovery for plate structures
G Castellazzi, S de Miranda, F Ubertini
Computational Mechanics 47 (4), 379-394, 2011
Historic barrel vaults undergoing differential settlements
AM D’Altri, S De Miranda, G Castellazzi, V Sarhosis, J Hudson, ...
International Journal of Architectural Heritage, 2019
Numerical modeling of FRP strips bonded to a masonry substrate
AM D’Altri, C Carloni, S de Miranda, G Castellazzi
Composite Structures 200, 420-433, 2018
Collapse investigation of the Arquata del Tronto medieval fortress after the 2016 Central Italy seismic sequence
AM D’Altri, G Castellazzi, S de Miranda
Journal of Building Engineering 18, 245-251, 2018
Static analysis of functionally graded plates using a nodal integrated finite element approach
G Castellazzi, C Gentilini, P Krysl, I Elishakoff
Composite Structures 103, 197-200, 2013
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