IRIS
CANNIZZARO, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 4.321
AS - Asia 2.430
EU - Europa 2.413
SA - Sud America 583
AF - Africa 413
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 10.165
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Nazione #
US - Stati Uniti d'America 4.191
SG - Singapore 1.251
CN - Cina 761
IT - Italia 730
RU - Federazione Russa 688
BR - Brasile 491
IE - Irlanda 368
CI - Costa d'Avorio 196
SN - Senegal 158
UA - Ucraina 158
VN - Vietnam 142
CA - Canada 109
DE - Germania 104
FI - Finlandia 87
KR - Corea 81
GB - Regno Unito 63
FR - Francia 54
AR - Argentina 34
SE - Svezia 32
BD - Bangladesh 28
IN - India 27
NL - Olanda 27
HK - Hong Kong 24
PL - Polonia 23
JP - Giappone 21
EC - Ecuador 20
ES - Italia 20
ZA - Sudafrica 18
CH - Svizzera 17
MX - Messico 17
UZ - Uzbekistan 14
BJ - Benin 12
EG - Egitto 12
ID - Indonesia 12
IQ - Iraq 11
PT - Portogallo 11
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
IL - Israele 4
MA - Marocco 4
PK - Pakistan 4
TN - Tunisia 4
AE - Emirati Arabi Uniti 3
BH - Bahrain 3
BO - Bolivia 3
KE - Kenya 3
MY - Malesia 3
NP - Nepal 3
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 10.165
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Città #
Dallas 961
Santa Clara 816
Singapore 725
Chandler 372
Dublin 364
Moscow 307
Abidjan 196
Ashburn 183
Civitanova Marche 182
Jacksonville 181
Hefei 169
Dakar 158
Beijing 156
Boardman 141
Chicago 111
Catania 107
Cambridge 98
Lawrence 98
Andover 93
Nanjing 81
Seoul 81
Helsinki 69
Toronto 68
Bremen 57
Los Angeles 57
Ho Chi Minh City 53
Council Bluffs 51
Des Moines 47
Wilmington 43
Columbus 36
The Dalles 36
Milan 34
São Paulo 33
Buffalo 32
New York 32
Nanchang 29
Hanoi 28
Rome 26
Hong Kong 21
Saint Petersburg 21
San Mateo 21
Ottawa 20
Tokyo 20
Brooklyn 19
Seattle 18
Nuremberg 17
Rio de Janeiro 17
Hebei 16
Shenyang 15
Warsaw 15
Changsha 13
Jiaxing 13
Johannesburg 13
Tianjin 13
Amsterdam 12
Belo Horizonte 12
Cotonou 12
Florence 12
Montreal 12
Phoenix 12
Chennai 11
Falls Church 11
Guarulhos 11
Munich 11
Caserta 10
Denver 10
Dong Ket 10
Palermo 10
Poplar 10
San Jose 10
Siracusa 10
Brasília 9
Guangzhou 9
Lappeenranta 9
Lentini 9
London 9
Naples 9
Nola 9
Orem 9
Stockholm 9
Vicenza 9
Curitiba 8
Dhaka 8
Floridia 8
Jinan 8
Salvador 8
San Francisco 8
Tashkent 8
Turku 8
Boston 7
Gela 7
Syracuse 7
Baghdad 6
Bourdeau 6
Buenos Aires 6
Castel Maggiore 6
Hangzhou 6
Paris 6
Porto Alegre 6
Atlanta 5
Totale 6.991
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Nome #
3DMacro il software per le murature 221
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 154
3D macro-element modelling approach for seismic assessment of historical masonry churches 150
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 150
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 141
3D discrete macro-modelling approach for masonry arch bridges 130
A Discrete Element for Modeling Masonry Vaults 129
A new computational strategy for the seismic assessment of infilled frame Structures 127
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 126
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 124
On the dynamic stability of shear deformable beams under a tensile load 122
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis 122
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 119
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 118
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 117
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 115
Flutter and divergence instability of the multi-cracked cantilever beam-column 112
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 112
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 108
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 107
A procedure for the identification of multiple cracks on beams and frames by static measurements 107
A nested genetic algorithm strategy for an optimal seismic design of frames 106
Damage identification on spatial Timoshenko arches by means of genetic algorithms 106
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram 106
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures 103
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 103
A parsimonious discrete model for the seismic assessment of monumental structures 102
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 101
Seismic Vulnerability of the Concordia Temple 101
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 100
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 99
A Discrete Element for Modeling Masonry Vaults 98
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 97
Shaking Table Seismic Experimental Investigation of Lightweight Rigid Bodies 96
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 95
Bio-inspired optimization algorithms for limit analysis of frame structure 95
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 94
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 94
Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading 92
Discrete macroelement modeling 92
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 91
Palazzo Gualtieri 91
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 89
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 89
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 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) 88
Multi-hazard assessment of a masonry railway bridge in landslide areas 87
Tensile and compressive buckling of columns with shear deformation singularities 87
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 87
Closed form solutions of a multi-cracked circular arch under static loads 86
New Frontiers on Seismic Modeling of Masonry Structures 86
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 86
Advances in dynamic instability: can a beam-column undergo tensile flutter? 85
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 85
Explicit dynamic solutions of damaged beams 85
Evaluation of the response of a masonry cross vault subjected to vertical loading using the Discrete Macro-Element Method 84
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 84
Response spectra of rigid blocks with uncertain behavior 84
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES 83
Numerical investigation on the seismic response of a masonry cross vault based on the Discrete Macro-Element Method 83
Exact solutions for the statics of the multi-cracked circular arch 83
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 82
Buckling of shear deformable beams with singularities 81
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily) 80
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 79
The seismic assessment of historical masonry structures 79
Advances in dynamic instability of beams subjected to tensile load 79
Vulnerabilty Analysis of the Concordia Temple in Agrigento 79
On the use of genetic algorithms to assess the seismic resistance of planar frame structures 79
Use of computer programs for the nonlinear seismic analysis of masonry buildings: comparison of the results obtained with different software on an actual case 79
Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings 76
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device 75
A New Low-Cost Rolling Ball Type Isolation Device for the Protection of Museum Collections 75
Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) 74
On the use of a roving body with rotary inertia to locate cracks in beams 74
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 74
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 73
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri 72
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls 72
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 71
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
Seismic vulnerability of the Concordia temple 70
Palazzo Gualtieri 70
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 70
Alternative strategies for modelling masonry arches 69
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities 69
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach 69
Seismic collapse prediction of frame structures by means of genetic algorithms 67
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 67
Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach 67
Structural Assessment of a Masonry Arch Bridge before and after a traditional inner arch retrofitting technique 66
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 66
Advances in dynamic instability of beams subjected to tensile loading 65
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI 64
Vulnerabilità Sismica del Tempio della Concordia 63
UN NUOVO APPROCCIO DI MODELLAZIONE DELLA RISPOSTA SISMICA DI EDIFICI STORICI 63
Seismic Assessment of the Historical Mixed Masonry-Reinforced Concrete Government Palace in La Spezia 62
La valutazione dei cedimenti in fondazione negli edifici in muratura mediante analisi statiche nonlineari condotte in ambiente 3DMacro 61
Macro-element mass matrix for the dynamic assessment of unreinforced masonry structures 61
Parametric numerical studies on the dynamic response of unreinforced masonry structures 61
Totale 9.176
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Categoria #
all - tutte 33.583
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 33.583
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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
2025/20263.714 391 391 1.056 354 837 685 0 0 0 0 0 0
Totale 10.429