IRIS
CANNIZZARO, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.083
AS - Asia 3.062
EU - Europa 2.981
SA - Sud America 672
AF - Africa 490
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 1
Totale 12.294
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Nazione #
US - Stati Uniti d'America 4.915
SG - Singapore 1.421
RU - Federazione Russa 905
IT - Italia 870
CN - Cina 836
BR - Brasile 548
IE - Irlanda 373
VN - Vietnam 282
CI - Costa d'Avorio 196
FR - Francia 182
SN - Senegal 161
UA - Ucraina 160
KR - Corea 159
CA - Canada 128
DE - Germania 114
FI - Finlandia 87
GB - Regno Unito 82
BD - Bangladesh 78
IN - India 49
NG - Nigeria 46
NL - Olanda 39
AR - Argentina 37
HK - Hong Kong 36
SE - Svezia 35
IQ - Iraq 32
PL - Polonia 29
ZA - Sudafrica 27
JP - Giappone 26
MX - Messico 26
ES - Italia 25
EC - Ecuador 23
CH - Svizzera 20
UZ - Uzbekistan 19
CL - Cile 18
ID - Indonesia 17
TR - Turchia 17
CO - Colombia 14
EG - Egitto 14
LT - Lituania 13
BJ - Benin 12
PT - Portogallo 12
SA - Arabia Saudita 12
VE - Venezuela 12
PY - Paraguay 10
GR - Grecia 9
KE - Kenya 9
TN - Tunisia 9
MA - Marocco 8
AE - Emirati Arabi Uniti 7
LB - Libano 7
PK - Pakistan 7
IL - Israele 6
BH - Bahrain 5
HU - Ungheria 5
IR - Iran 5
JO - Giordania 5
MY - Malesia 5
NP - Nepal 5
PE - Perù 5
PH - Filippine 5
AZ - Azerbaigian 4
BO - Bolivia 4
DZ - Algeria 4
JM - Giamaica 4
AU - Australia 3
HR - Croazia 3
KZ - Kazakistan 3
NI - Nicaragua 3
AT - Austria 2
BB - Barbados 2
BE - Belgio 2
BG - Bulgaria 2
CZ - Repubblica Ceca 2
ET - Etiopia 2
GT - Guatemala 2
HN - Honduras 2
LY - Libia 2
MD - Moldavia 2
MN - Mongolia 2
OM - Oman 2
PS - Palestinian Territory 2
QA - Qatar 2
RS - Serbia 2
AM - Armenia 1
BN - Brunei Darussalam 1
CR - Costa Rica 1
DK - Danimarca 1
EU - Europa 1
GE - Georgia 1
KW - Kuwait 1
LU - Lussemburgo 1
MM - Myanmar 1
MT - Malta 1
NC - Nuova Caledonia 1
NZ - Nuova Zelanda 1
RO - Romania 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
TH - Thailandia 1
UY - Uruguay 1
Totale 12.294
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Città #
Dallas 969
Singapore 841
Santa Clara 826
Moscow 383
San Jose 383
Chandler 372
Dublin 369
Ashburn 277
Abidjan 196
Civitanova Marche 182
Jacksonville 182
Hefei 169
Beijing 168
Dakar 161
Seoul 157
Boardman 141
Catania 118
Chicago 114
Lauterbourg 113
Cambridge 98
Lawrence 98
Andover 93
Ho Chi Minh City 92
Nanjing 81
Council Bluffs 76
Los Angeles 75
Toronto 71
Helsinki 69
Hanoi 66
Bremen 57
New York 57
Milan 50
Des Moines 48
Wilmington 43
Buffalo 39
São Paulo 38
Columbus 36
Rome 36
The Dalles 36
Hong Kong 31
Nanchang 29
Lagos 26
Brooklyn 23
Orem 22
Tokyo 22
Saint Petersburg 21
San Mateo 21
Montreal 20
Ottawa 20
Warsaw 19
Johannesburg 18
Seattle 18
Amsterdam 17
Da Nang 17
Naples 17
Nuremberg 17
Rio de Janeiro 17
Hebei 16
Phoenix 16
Abuja 15
Denver 15
Shenyang 15
Changsha 14
Florence 14
Belo Horizonte 13
Guarulhos 13
Jiaxing 13
Poplar 13
Tashkent 13
Tianjin 13
Baghdad 12
Chennai 12
Cotonou 12
London 12
Falls Church 11
Houston 11
Munich 11
Palermo 11
Brasília 10
Caserta 10
Dong Ket 10
Siracusa 10
Turin 10
Boston 9
Guangzhou 9
Lappeenranta 9
Lentini 9
Mexico City 9
Nola 9
Paris 9
Santiago 9
Stockholm 9
Vicenza 9
Atlanta 8
Curitiba 8
Dhaka 8
Erbil 8
Floridia 8
Haiphong 8
Jinan 8
Totale 8.226
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Nome #
3DMacro il software per le murature 266
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 192
3D macro-element modelling approach for seismic assessment of historical masonry churches 171
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 169
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 158
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 153
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram 152
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis 149
A Discrete Element for Modeling Masonry Vaults 148
3D discrete macro-modelling approach for masonry arch bridges 148
A new computational strategy for the seismic assessment of infilled frame Structures 145
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 145
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 140
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 137
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 137
On the dynamic stability of shear deformable beams under a tensile load 136
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 136
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 136
A nested genetic algorithm strategy for an optimal seismic design of frames 130
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 128
A parsimonious discrete model for the seismic assessment of monumental structures 125
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 124
A procedure for the identification of multiple cracks on beams and frames by static measurements 124
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES 123
Flutter and divergence instability of the multi-cracked cantilever beam-column 123
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 123
Damage identification on spatial Timoshenko arches by means of genetic algorithms 122
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 121
Shaking Table Seismic Experimental Investigation of Lightweight Rigid Bodies 120
Multi-hazard assessment of a masonry railway bridge in landslide areas 120
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 120
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 119
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures 119
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 118
A Discrete Element for Modeling Masonry Vaults 118
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 115
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 113
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 112
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 112
Response spectra of rigid blocks with uncertain behavior 112
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 111
Bio-inspired optimization algorithms for limit analysis of frame structure 111
Seismic Vulnerability of the Concordia Temple 110
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 110
Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading 109
Discrete macroelement modeling 107
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily) 106
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 106
Exact solutions for the statics of the multi-cracked circular arch 104
New Frontiers on Seismic Modeling of Masonry Structures 103
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 102
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 102
Closed form solutions of a multi-cracked circular arch under static loads 101
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 101
Tensile and compressive buckling of columns with shear deformation singularities 100
Palazzo Gualtieri 100
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 100
Explicit dynamic solutions of damaged beams 99
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 98
Numerical investigation on the seismic response of a masonry cross vault based on the Discrete Macro-Element Method 98
Advances in dynamic instability of beams subjected to tensile load 98
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 98
Evaluation of the response of a masonry cross vault subjected to vertical loading using the Discrete Macro-Element Method 97
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) 97
Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) 96
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 96
Advances in dynamic instability: can a beam-column undergo tensile flutter? 95
A New Low-Cost Rolling Ball Type Isolation Device for the Protection of Museum Collections 95
Buckling of shear deformable beams with singularities 94
On the use of a roving body with rotary inertia to locate cracks in beams 94
Structural Assessment of a Masonry Arch Bridge before and after a traditional inner arch retrofitting technique 93
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 91
Vulnerabilty Analysis of the Concordia Temple in Agrigento 91
Use of computer programs for the nonlinear seismic analysis of masonry buildings: comparison of the results obtained with different software on an actual case 91
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 91
The seismic assessment of historical masonry structures 90
Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings 90
On the use of genetic algorithms to assess the seismic resistance of planar frame structures 86
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device 86
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 86
Alternative strategies for modelling masonry arches 85
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 85
La valutazione dei cedimenti in fondazione negli edifici in muratura mediante analisi statiche nonlineari condotte in ambiente 3DMacro 84
Seismic collapse prediction of frame structures by means of genetic algorithms 84
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities 83
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls 83
Parametric numerical studies on the dynamic response of unreinforced masonry structures 83
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 82
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri 81
Exact closed-form dynamic stiffness matrix of damaged frames comprising Timoshenko–Ehrenfest beams 80
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI 79
Palazzo Gualtieri 79
Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach 79
Seismic vulnerability of the Concordia temple 78
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 78
UN NUOVO APPROCCIO DI MODELLAZIONE DELLA RISPOSTA SISMICA DI EDIFICI STORICI 77
Advances in dynamic instability of beams subjected to tensile loading 77
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach 74
The exact distributional model for free vibrations of shear-bending multi-cracked Timoshenko beams 73
Vulnerabilità Sismica del Tempio della Concordia 73
Totale 10.989
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Categoria #
all - tutte 39.502
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 39.502
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202115 0 0 0 0 0 0 0 0 0 0 0 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
2025/20265.849 391 391 1.056 354 837 1.077 592 125 373 340 190 123
Totale 12.564