Giovanni Castellazzi
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
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 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
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 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
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
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
Patch based stress recovery for plate structures
G Castellazzi, S de Miranda, F Ubertini
Computational Mechanics 47 (4), 379-394, 2011
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
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
Patch‐averaged assumed strain finite elements for stress analysis
G Castellazzi, P Krysl
International journal for numerical methods in engineering 90 (13), 1618-1635, 2012
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 nine-node displacement-based finite element for Reissner–Mindlin plates based on an improved formulation of the NIPE approach
G Castellazzi, P Krysl
Finite Elements in Analysis and Design 58, 31-43, 2012
Prediction of stress waves propagation in progressively loaded seven wire strands
I Bartoli, G Castellazzi, A Marzani, S Salamone
Sensors and Smart Structures Technologies for Civil, Mechanical, andá…, 2012
Assumed strain nodally integrated hexahedral finite element formulation for elastoplastic applications
E Artioli, G Castellazzi, P Krysl
International Journal for Numerical Methods in Engineering 99 (11), 844-866, 2014
On the performances of parametric finite elements when geometry distortions occur
G Castellazzi
Finite Elements in Analysis and Design 47 (12), 1306-1314, 2011
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