CANNIZZARO, FRANCESCO
 Distribuzione geografica
Continente #
EU - Europa 302
NA - Nord America 34
AF - Africa 27
AS - Asia 16
SA - Sud America 1
Totale 380
Nazione #
IT - Italia 150
DE - Germania 57
FR - Francia 50
US - Stati Uniti d'America 32
CI - Costa d'Avorio 16
IE - Irlanda 14
DZ - Algeria 11
ES - Italia 8
VN - Vietnam 8
PT - Portogallo 6
IR - Iran 4
CH - Svizzera 3
GB - Regno Unito 3
GR - Grecia 3
AE - Emirati Arabi Uniti 2
CA - Canada 2
FI - Finlandia 2
BA - Bosnia-Erzegovina 1
CL - Cile 1
CN - Cina 1
CZ - Repubblica Ceca 1
HR - Croazia 1
IN - India 1
RO - Romania 1
SE - Svezia 1
UA - Ucraina 1
Totale 380
Città #
Catania 29
Abidjan 16
Dublin 14
Syracuse 14
Vittoria 14
Dong Ket 7
Madrid 6
Sant'Agostino 5
Aci Catena 4
Boardman 4
Frankfurt am Main 4
Oued Taga 4
Paris 4
Ashburn 3
Brooklyn 3
Fleming Island 3
Geneva 3
Porto 3
Rome 3
Tehran 3
Udine 3
Batna City 2
Bra 2
Bremen 2
Castellammare Del Golfo 2
Dubai 2
Ferrero 2
Florence 2
Gloucester 2
Lappeenranta 2
Leganés 2
Milan 2
Parma 2
Paterno 2
Rapallo 2
Reggio Calabria 2
Salerno 2
Sciacca 2
Algiers 1
Ann Arbor 1
Athens 1
Barika 1
Bergamo 1
Campos 1
Caserta 1
Castel Campagnano 1
Centuripe 1
Chania 1
Chieti 1
Cluj-Napoca 1
Core 1
Council Bluffs 1
Gela 1
Hanoi 1
Houston 1
Leeds 1
Lucca 1
L’Aquila 1
New Delhi 1
Norwalk 1
Palermo 1
Prato 1
Rovereto 1
San Martino di Lupari 1
Santiago 1
Sharif 1
Turin 1
Totale 212
Nome #
Multi-directional seismic assessment of historical masonry buildings by means of macro-element modeling: application to a building damaged during the L'Aquila Earthquake (Italy), file dfe4d22c-7562-bb0a-e053-d805fe0a78d9 91
Limit analysis of planar frame structures under seismic load through immune algorithms, file dfe4d22a-9edf-bb0a-e053-d805fe0a78d9 49
Alternative strategies for modelling masonry arches, file 711d3131-1c42-4a33-902c-875c2eec3a49 26
New Frontiers on Seismic Modeling of Masonry Structures, file dfe4d228-b17f-bb0a-e053-d805fe0a78d9 25
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy, file dfe4d22e-c76d-bb0a-e053-d805fe0a78d9 16
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing, file dfe4d228-b026-bb0a-e053-d805fe0a78d9 12
Nonlinear modelling of the seismic response of masonry structures: Calibration strategies, file dfe4d22e-c76a-bb0a-e053-d805fe0a78d9 11
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements, file dfe4d22e-c76b-bb0a-e053-d805fe0a78d9 11
Seismic vulnerability of the Concordia temple, file dfe4d227-5f50-bb0a-e053-d805fe0a78d9 8
Crack localization in beams by frequency shifts due to roving mass with rotary inertia, file dfe4d228-b021-bb0a-e053-d805fe0a78d9 8
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches, file dfe4d229-23f8-bb0a-e053-d805fe0a78d9 8
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily), file 55d9c8ff-1534-4e99-bbe4-bfbe2bf8c6c1 7
On the use of a roving body with rotary inertia to locate cracks in beams, file dfe4d229-2275-bb0a-e053-d805fe0a78d9 7
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach, file dfe4d22a-9a16-bb0a-e053-d805fe0a78d9 7
Palazzo Gualtieri, file dfe4d22e-658d-bb0a-e053-d805fe0a78d9 7
A procedure for the identification of multiple cracks on beams and frames by static measurements, file dfe4d229-20c9-bb0a-e053-d805fe0a78d9 6
Closed form solutions of a multi-cracked circular arch under static loads, file dfe4d227-e32c-bb0a-e053-d805fe0a78d9 5
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges, file dfe4d22e-3c6b-bb0a-e053-d805fe0a78d9 5
Seismic Vulnerability of the Concordia Temple, file dfe4d226-f92d-bb0a-e053-d805fe0a78d9 4
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device, file dfe4d228-5c10-bb0a-e053-d805fe0a78d9 4
Seismic collapse prediction of frame structures by means of genetic algorithms, file dfe4d22a-e734-bb0a-e053-d805fe0a78d9 4
A nested genetic algorithm strategy for an optimal seismic design of frames, file 301251fa-3f4e-48fa-b108-6f8ee75ee839 3
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI, file dfe4d227-5746-bb0a-e053-d805fe0a78d9 3
REPORT SULLO STATO DELL’EDIFICIO DENOMINATO “PALAZZO GUALTIERI” A SEGUITO DELL’EVENTO SISMICO DEL 6 APRILE 2009 PRESSO L’AQUILA, file dfe4d227-645f-bb0a-e053-d805fe0a78d9 3
On the use of genetic algorithms to assess the seismic resistance of planar frame structures, file dfe4d22d-3818-bb0a-e053-d805fe0a78d9 3
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion, file dfe4d22e-ae23-bb0a-e053-d805fe0a78d9 3
Exact closed-form dynamic stiffness matrix of damaged frames comprising Timoshenko–Ehrenfest beams, file f79a0842-ed8f-4131-b24d-5b6281926dc3 3
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES>, file 5d6b777e-12e8-4aa8-b83c-3d6c69957b2c 2
The dynamics of circular arches with multiple damage, file be026946-e019-46f4-9615-b68ec812e26d 2
A Discrete Element for Modeling Masonry Vaults, file dfe4d226-f92b-bb0a-e053-d805fe0a78d9 2
Palazzo Gualtieri, file dfe4d227-548e-bb0a-e053-d805fe0a78d9 2
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS, file dfe4d227-5b3f-bb0a-e053-d805fe0a78d9 2
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri, file dfe4d227-64fb-bb0a-e053-d805fe0a78d9 2
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames, file dfe4d227-edf4-bb0a-e053-d805fe0a78d9 2
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures, file dfe4d22d-381b-bb0a-e053-d805fe0a78d9 2
Parametric numerical studies on the dynamic response of unreinforced masonry structures, file dfe4d22d-ae27-bb0a-e053-d805fe0a78d9 2
Discrete modelling of externally bonded composite layers on masonry structures, file 131f2a0e-1e30-4b7f-80e2-5e138ef8ccae 1
An Interdisciplinary Approach for the Geometric, Constructive, and Structural Assessment of Historical Masonry Domes with Application to the ‘Badia di Sant’Agata’ in Catania, Sicily, file 5d0790e6-cb2c-4c9e-bce9-92eb911b8147 1
On the use of genetic algorithms to assess the seismic resistance of planar frame structures, file 850a356e-91b3-462c-b0f7-237b56d1d7db 1
Tensile and compressive buckling of columns with shear deformation singularities, file dfe4d226-feff-bb0a-e053-d805fe0a78d9 1
Flutter and divergence instability of the multi-cracked cantilever beam-column, file dfe4d227-024e-bb0a-e053-d805fe0a78d9 1
3D macro-element modelling approach for seismic assessment of historical masonry churches, file dfe4d227-170a-bb0a-e053-d805fe0a78d9 1
Un nuovo approccio ai macro-elementi per la stima della resistenza sismica di edificio in struttura mista muratura-calcestruzzo armato: applicazioni ad un caso di studio, file dfe4d227-54c9-bb0a-e053-d805fe0a78d9 1
Vulnerabilità Sismica del Tempio della Concordia, file dfe4d227-5a34-bb0a-e053-d805fe0a78d9 1
Un nuovo elemento discreto per la modellazione di strutture a geometria curva, file dfe4d227-64fc-bb0a-e053-d805fe0a78d9 1
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal, file dfe4d227-8bc0-bb0a-e053-d805fe0a78d9 1
Palazzo Gualtieri, file dfe4d227-b3be-bb0a-e053-d805fe0a78d9 1
Palazzo Gualtieri, file dfe4d227-b593-bb0a-e053-d805fe0a78d9 1
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests, file dfe4d228-aa0f-bb0a-e053-d805fe0a78d9 1
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach, file dfe4d229-2739-bb0a-e053-d805fe0a78d9 1
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram, file dfe4d229-280f-bb0a-e053-d805fe0a78d9 1
Un nuovo approccio ai macro-elementi per la stima della resistenza sismica di edifici in struttura mista muratura – calcestruzzo armato: applicazioni ad un caso di studio, file dfe4d22a-dd30-bb0a-e053-d805fe0a78d9 1
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm, file dfe4d22b-ee2d-bb0a-e053-d805fe0a78d9 1
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls, file dfe4d22c-5fef-bb0a-e053-d805fe0a78d9 1
Simulation of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (VI): Discrete Element Approach, file dfe4d22c-e7ff-bb0a-e053-d805fe0a78d9 1
Damage identification on spatial Timoshenko arches by means of genetic algorithms, file dfe4d22d-3681-bb0a-e053-d805fe0a78d9 1
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities, file dfe4d22d-381d-bb0a-e053-d805fe0a78d9 1
Advances in dynamic instability of beams subjected to tensile loading, file dfe4d22d-ae29-bb0a-e053-d805fe0a78d9 1
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis, file eb4c0d19-e112-4ec8-ab9c-45305fa3e01d 1
Exact closed-form dynamic stiffness matrix of damaged frames comprising Timoshenko–Ehrenfest beams, file fcb0e0fa-7f43-4713-84df-c4206391500d 1
Totale 381
Categoria #
all - tutte 821
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 821


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202016 0 0 0 0 0 0 1 0 10 4 1 0
2020/202116 1 0 0 3 0 1 1 1 2 1 0 6
2021/202237 0 2 0 4 3 4 2 3 0 1 10 8
2022/2023195 1 0 4 32 9 53 19 20 12 1 24 20
2023/2024110 2 15 7 5 7 20 20 16 18 0 0 0
Totale 381