IRIS
CANNIZZARO, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 4.278
AS - Asia 2.314
EU - Europa 1.896
SA - Sud America 581
AF - Africa 409
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 9.483
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Nazione #
US - Stati Uniti d'America 4.151
SG - Singapore 1.155
CN - Cina 756
IT - Italia 726
BR - Brasile 489
IE - Irlanda 368
CI - Costa d'Avorio 196
RU - Federazione Russa 186
SN - Senegal 158
UA - Ucraina 158
VN - Vietnam 138
CA - Canada 108
DE - Germania 104
FI - Finlandia 86
KR - Corea 81
GB - Regno Unito 59
FR - Francia 54
AR - Argentina 34
SE - Svezia 31
BD - Bangladesh 28
NL - Olanda 26
IN - India 25
JP - Giappone 21
PL - Polonia 21
EC - Ecuador 20
HK - Hong Kong 19
ES - Italia 18
CH - Svizzera 17
ZA - Sudafrica 17
MX - Messico 15
UZ - Uzbekistan 14
BJ - Benin 12
ID - Indonesia 12
PT - Portogallo 11
EG - Egitto 9
IQ - Iraq 9
PY - Paraguay 9
CO - Colombia 8
GR - Grecia 8
CL - Cile 7
LB - Libano 7
LT - Lituania 6
SA - Arabia Saudita 6
TR - Turchia 6
VE - Venezuela 6
HU - Ungheria 5
IR - Iran 5
NG - Nigeria 5
PE - Perù 5
MA - Marocco 4
PK - Pakistan 4
TN - Tunisia 4
BH - Bahrain 3
BO - Bolivia 3
IL - Israele 3
KE - Kenya 3
MY - Malesia 3
NP - Nepal 3
AE - Emirati Arabi Uniti 2
AT - Austria 2
AU - Australia 2
AZ - Azerbaigian 2
BB - Barbados 2
BG - Bulgaria 2
HR - Croazia 2
KZ - Kazakistan 2
MN - Mongolia 2
OM - Oman 2
RS - Serbia 2
AM - Armenia 1
BE - Belgio 1
BN - Brunei Darussalam 1
CZ - Repubblica Ceca 1
DZ - Algeria 1
EU - Europa 1
JM - Giamaica 1
JO - Giordania 1
LU - Lussemburgo 1
NC - Nuova Caledonia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
PH - Filippine 1
PS - Palestinian Territory 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 9.483
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Città #
Dallas 960
Santa Clara 816
Singapore 633
Chandler 372
Dublin 364
Abidjan 196
Civitanova Marche 182
Jacksonville 181
Ashburn 174
Hefei 169
Dakar 158
Beijing 154
Boardman 141
Chicago 111
Catania 107
Cambridge 98
Lawrence 98
Andover 93
Nanjing 81
Seoul 81
Helsinki 69
Toronto 68
Bremen 57
Los Angeles 55
Ho Chi Minh City 52
Council Bluffs 51
Moscow 51
Des Moines 47
Wilmington 43
Columbus 36
The Dalles 36
São Paulo 33
Buffalo 32
Milan 32
Nanchang 29
New York 29
Hanoi 26
Rome 26
Saint Petersburg 21
San Mateo 21
Ottawa 20
Tokyo 20
Brooklyn 18
Seattle 18
Nuremberg 17
Hebei 16
Hong Kong 16
Rio de Janeiro 16
Shenyang 15
Changsha 13
Jiaxing 13
Tianjin 13
Warsaw 13
Belo Horizonte 12
Cotonou 12
Florence 12
Johannesburg 12
Phoenix 12
Amsterdam 11
Falls Church 11
Guarulhos 11
Montreal 11
Munich 11
Caserta 10
Denver 10
Dong Ket 10
Palermo 10
Siracusa 10
Brasília 9
Chennai 9
Guangzhou 9
Lentini 9
London 9
Naples 9
Nola 9
Vicenza 9
Curitiba 8
Dhaka 8
Floridia 8
Jinan 8
Lappeenranta 8
Salvador 8
San Francisco 8
Stockholm 8
Tashkent 8
Turku 8
Gela 7
Syracuse 7
Boston 6
Bourdeau 6
Buenos Aires 6
Castel Maggiore 6
Hangzhou 6
Paris 6
Poplar 6
Porto Alegre 6
Atlanta 5
Baghdad 5
Cairo 5
Campinas 5
Totale 6.590
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Nome #
3DMacro il software per le murature 209
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 136
3D macro-element modelling approach for seismic assessment of historical masonry churches 132
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 131
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 124
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 121
On the dynamic stability of shear deformable beams under a tensile load 119
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 117
A new computational strategy for the seismic assessment of infilled frame Structures 116
A Discrete Element for Modeling Masonry Vaults 114
3D discrete macro-modelling approach for masonry arch bridges 113
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 111
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 111
Flutter and divergence instability of the multi-cracked cantilever beam-column 109
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis 107
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 106
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 105
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 101
Seismic Vulnerability of the Concordia Temple 99
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 99
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 98
Damage identification on spatial Timoshenko arches by means of genetic algorithms 98
A procedure for the identification of multiple cracks on beams and frames by static measurements 97
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram 95
Shaking Table Seismic Experimental Investigation of Lightweight Rigid Bodies 92
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 92
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 92
A nested genetic algorithm strategy for an optimal seismic design of frames 91
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 91
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures 91
A parsimonious discrete model for the seismic assessment of monumental structures 91
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 90
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 89
Palazzo Gualtieri 89
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 89
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 88
A Discrete Element for Modeling Masonry Vaults 88
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 88
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) 87
Tensile and compressive buckling of columns with shear deformation singularities 86
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 86
New Frontiers on Seismic Modeling of Masonry Structures 86
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 86
Advances in dynamic instability: can a beam-column undergo tensile flutter? 85
Closed form solutions of a multi-cracked circular arch under static loads 85
Explicit dynamic solutions of damaged beams 85
Bio-inspired optimization algorithms for limit analysis of frame structure 84
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 84
Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading 83
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 83
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 82
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 82
Buckling of shear deformable beams with singularities 81
Discrete macroelement modeling 80
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 79
The seismic assessment of historical masonry structures 79
Advances in dynamic instability of beams subjected to tensile load 79
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 79
On the use of genetic algorithms to assess the seismic resistance of planar frame structures 78
Response spectra of rigid blocks with uncertain behavior 78
Vulnerabilty Analysis of the Concordia Temple in Agrigento 77
Exact solutions for the statics of the multi-cracked circular arch 77
Multi-hazard assessment of a masonry railway bridge in landslide areas 76
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 75
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily) 74
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES 74
Numerical investigation on the seismic response of a masonry cross vault based on the Discrete Macro-Element Method 74
Evaluation of the response of a masonry cross vault subjected to vertical loading using the Discrete Macro-Element Method 73
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device 73
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 72
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 71
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri 71
On the use of a roving body with rotary inertia to locate cracks in beams 71
Seismic vulnerability of the Concordia temple 70
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities 69
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls 69
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach 69
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 68
Palazzo Gualtieri 68
Use of computer programs for the nonlinear seismic analysis of masonry buildings: comparison of the results obtained with different software on an actual case 68
Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings 68
Alternative strategies for modelling masonry arches 67
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 66
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 66
Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) 65
Advances in dynamic instability of beams subjected to tensile loading 65
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 65
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI 64
Seismic collapse prediction of frame structures by means of genetic algorithms 64
Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach 64
A New Low-Cost Rolling Ball Type Isolation Device for the Protection of Museum Collections 63
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 62
Vulnerabilità Sismica del Tempio della Concordia 62
La valutazione dei cedimenti in fondazione negli edifici in muratura mediante analisi statiche nonlineari condotte in ambiente 3DMacro 61
Seismic Assessment of the Historical Mixed Masonry-Reinforced Concrete Government Palace in La Spezia 61
Parametric numerical studies on the dynamic response of unreinforced masonry structures 61
UN NUOVO APPROCCIO DI MODELLAZIONE DELLA RISPOSTA SISMICA DI EDIFICI STORICI 60
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 59
Limit analysis of planar frame structures under seismic load through immune algorithms 59
The exact distributional model for free vibrations of shear-bending multi-cracked Timoshenko beams 58
Totale 8.545
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Categoria #
all - tutte 32.527
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 32.527
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021157 0 0 0 0 0 6 44 23 33 12 24 15
2021/2022715 63 99 21 13 106 18 95 47 40 27 31 155
2022/20231.338 106 31 47 141 103 230 5 306 299 13 42 15
2023/2024779 31 157 19 40 27 104 10 62 1 130 120 78
2024/20252.893 24 307 172 258 630 427 88 111 182 239 223 232
2025/20263.032 391 391 1.056 354 837 3 0 0 0 0 0 0
Totale 9.747