IRIS
CANNIZZARO, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 4.424
EU - Europa 2.646
AS - Asia 2.465
SA - Sud America 585
AF - Africa 417
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 10.542
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Nazione #
US - Stati Uniti d'America 4.290
SG - Singapore 1.275
RU - Federazione Russa 904
CN - Cina 766
IT - Italia 733
BR - Brasile 493
IE - Irlanda 368
CI - Costa d'Avorio 196
SN - Senegal 158
UA - Ucraina 158
VN - Vietnam 142
CA - Canada 112
DE - Germania 104
FI - Finlandia 87
KR - Corea 81
GB - Regno Unito 67
FR - Francia 56
AR - Argentina 34
SE - Svezia 32
IN - India 30
BD - Bangladesh 28
NL - Olanda 28
PL - Polonia 25
HK - Hong Kong 24
JP - Giappone 23
ES - Italia 21
ZA - Sudafrica 21
EC - Ecuador 20
MX - Messico 18
CH - Svizzera 17
UZ - Uzbekistan 14
BJ - Benin 12
EG - Egitto 12
ID - Indonesia 12
IQ - Iraq 11
PT - Portogallo 11
LT - Lituania 10
PY - Paraguay 9
CO - Colombia 8
GR - Grecia 8
CL - Cile 7
LB - Libano 7
TR - Turchia 7
SA - Arabia Saudita 6
VE - Venezuela 6
HU - Ungheria 5
IR - Iran 5
NG - Nigeria 5
PE - Perù 5
IL - Israele 4
KE - Kenya 4
MA - Marocco 4
PK - Pakistan 4
TN - Tunisia 4
AE - Emirati Arabi Uniti 3
BH - Bahrain 3
BO - Bolivia 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 10.542
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Città #
Dallas 961
Santa Clara 817
Singapore 749
Moscow 383
Chandler 372
Dublin 364
Ashburn 207
Abidjan 196
Civitanova Marche 182
Jacksonville 181
Hefei 169
Dakar 158
Beijing 156
Boardman 141
Chicago 112
Catania 107
Cambridge 98
Lawrence 98
Andover 93
Nanjing 81
Seoul 81
Helsinki 69
Toronto 69
Los Angeles 63
Bremen 57
Ho Chi Minh City 53
Council Bluffs 51
Des Moines 47
Wilmington 43
New York 41
Columbus 36
The Dalles 36
São Paulo 35
Milan 34
Buffalo 32
Nanchang 29
Hanoi 28
Rome 26
San Jose 25
Tokyo 22
Brooklyn 21
Hong Kong 21
Saint Petersburg 21
San Mateo 21
Ottawa 20
Seattle 18
Nuremberg 17
Rio de Janeiro 17
Warsaw 17
Hebei 16
Johannesburg 16
Shenyang 15
Montreal 14
Orem 14
Phoenix 14
Amsterdam 13
Changsha 13
Denver 13
Jiaxing 13
Tianjin 13
Belo Horizonte 12
Chennai 12
Cotonou 12
Florence 12
Poplar 12
Falls Church 11
Guarulhos 11
London 11
Munich 11
Caserta 10
Dong Ket 10
Palermo 10
Siracusa 10
Boston 9
Brasília 9
Guangzhou 9
Lappeenranta 9
Lentini 9
Naples 9
Nola 9
Stockholm 9
Vicenza 9
Curitiba 8
Dhaka 8
Floridia 8
Jinan 8
Paris 8
Salvador 8
San Francisco 8
Tashkent 8
Turku 8
Gela 7
Houston 7
Syracuse 7
Atlanta 6
Baghdad 6
Bourdeau 6
Buenos Aires 6
Castel Maggiore 6
Hangzhou 6
Totale 7.183
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Nome #
3DMacro il software per le murature 225
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 159
3D macro-element modelling approach for seismic assessment of historical masonry churches 152
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 152
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 144
A new computational strategy for the seismic assessment of infilled frame Structures 133
A Discrete Element for Modeling Masonry Vaults 133
3D discrete macro-modelling approach for masonry arch bridges 133
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 129
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 127
On the dynamic stability of shear deformable beams under a tensile load 126
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis 125
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 122
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 121
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 120
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 119
Flutter and divergence instability of the multi-cracked cantilever beam-column 115
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 114
A procedure for the identification of multiple cracks on beams and frames by static measurements 113
A nested genetic algorithm strategy for an optimal seismic design of frames 110
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 110
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram 110
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 110
Damage identification on spatial Timoshenko arches by means of genetic algorithms 109
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures 106
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 106
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 105
A parsimonious discrete model for the seismic assessment of monumental structures 105
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 104
Seismic Vulnerability of the Concordia Temple 103
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 103
A Discrete Element for Modeling Masonry Vaults 102
Shaking Table Seismic Experimental Investigation of Lightweight Rigid Bodies 101
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 101
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 100
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 98
Bio-inspired optimization algorithms for limit analysis of frame structure 97
Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading 96
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 96
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 96
Discrete macroelement modeling 96
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 95
Palazzo Gualtieri 94
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 92
Tensile and compressive buckling of columns with shear deformation singularities 91
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 91
Multi-hazard assessment of a masonry railway bridge in landslide areas 90
Closed form solutions of a multi-cracked circular arch under static loads 90
New Frontiers on Seismic Modeling of Masonry Structures 90
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) 90
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 90
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 90
Response spectra of rigid blocks with uncertain behavior 89
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES 88
Advances in dynamic instability: can a beam-column undergo tensile flutter? 88
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 88
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 88
Numerical investigation on the seismic response of a masonry cross vault based on the Discrete Macro-Element Method 87
Evaluation of the response of a masonry cross vault subjected to vertical loading using the Discrete Macro-Element Method 87
Exact solutions for the statics of the multi-cracked circular arch 87
Explicit dynamic solutions of damaged beams 87
Buckling of shear deformable beams with singularities 86
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 85
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily) 84
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 83
The seismic assessment of historical masonry structures 83
Advances in dynamic instability of beams subjected to tensile load 81
Vulnerabilty Analysis of the Concordia Temple in Agrigento 81
On the use of genetic algorithms to assess the seismic resistance of planar frame structures 81
Use of computer programs for the nonlinear seismic analysis of masonry buildings: comparison of the results obtained with different software on an actual case 81
Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings 79
Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) 78
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device 78
On the use of a roving body with rotary inertia to locate cracks in beams 78
A New Low-Cost Rolling Ball Type Isolation Device for the Protection of Museum Collections 78
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 76
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 76
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 76
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls 75
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 74
Seismic vulnerability of the Concordia temple 74
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri 74
Alternative strategies for modelling masonry arches 73
Palazzo Gualtieri 73
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities 73
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 72
Seismic collapse prediction of frame structures by means of genetic algorithms 70
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach 70
Structural Assessment of a Masonry Arch Bridge before and after a traditional inner arch retrofitting technique 69
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 69
Advances in dynamic instability of beams subjected to tensile loading 69
Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach 69
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 68
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI 67
UN NUOVO APPROCCIO DI MODELLAZIONE DELLA RISPOSTA SISMICA DI EDIFICI STORICI 66
Vulnerabilità Sismica del Tempio della Concordia 65
Parametric numerical studies on the dynamic response of unreinforced masonry structures 64
Macro-element mass matrix for the dynamic assessment of unreinforced masonry structures 63
Seismic Assessment of the Historical Mixed Masonry-Reinforced Concrete Government Palace in La Spezia 63
La valutazione dei cedimenti in fondazione negli edifici in muratura mediante analisi statiche nonlineari condotte in ambiente 3DMacro 62
Totale 9.504
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Categoria #
all - tutte 34.221
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 34.221
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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
2025/20264.091 391 391 1.056 354 837 1.062 0 0 0 0 0 0
Totale 10.806