IRIS
CANNIZZARO, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 4.665
EU - Europa 2.661
AS - Asia 2.496
SA - Sud America 588
AF - Africa 419
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 10.834
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Nazione #
US - Stati Uniti d'America 4.531
SG - Singapore 1.297
RU - Federazione Russa 904
CN - Cina 772
IT - Italia 739
BR - Brasile 494
IE - Irlanda 368
CI - Costa d'Avorio 196
SN - Senegal 159
UA - Ucraina 158
VN - Vietnam 142
CA - Canada 112
DE - Germania 104
FI - Finlandia 87
KR - Corea 81
GB - Regno Unito 68
FR - Francia 64
AR - Argentina 34
SE - Svezia 32
IN - India 30
BD - Bangladesh 28
NL - Olanda 28
HK - Hong Kong 27
PL - Polonia 25
JP - Giappone 23
EC - Ecuador 21
ES - Italia 21
ZA - Sudafrica 21
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 10
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
TN - Tunisia 5
IL - Israele 4
KE - Kenya 4
MA - Marocco 4
PK - Pakistan 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 10.834
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Città #
Dallas 961
Santa Clara 817
Singapore 766
Moscow 383
Chandler 372
Dublin 364
San Jose 242
Ashburn 228
Abidjan 196
Civitanova Marche 182
Jacksonville 181
Hefei 169
Dakar 159
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
Hong Kong 24
Tokyo 22
Brooklyn 21
Saint Petersburg 21
San Mateo 21
Ottawa 20
Seattle 18
Nuremberg 17
Rio de Janeiro 17
Warsaw 17
Hebei 16
Johannesburg 16
Orem 15
Shenyang 15
Montreal 14
Phoenix 14
Amsterdam 13
Changsha 13
Denver 13
Jiaxing 13
Poplar 13
Tianjin 13
Belo Horizonte 12
Chennai 12
Cotonou 12
Florence 12
Falls Church 11
Guarulhos 11
London 11
Munich 11
Palermo 11
Caserta 10
Dong Ket 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
Lauterbourg 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
Totale 7.447
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Nome #
3DMacro il software per le murature 228
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 164
3D macro-element modelling approach for seismic assessment of historical masonry churches 155
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 154
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 146
A new computational strategy for the seismic assessment of infilled frame Structures 135
A Discrete Element for Modeling Masonry Vaults 135
3D discrete macro-modelling approach for masonry arch bridges 135
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 131
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 131
On the dynamic stability of shear deformable beams under a tensile load 127
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis 127
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 126
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 124
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 122
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 122
Flutter and divergence instability of the multi-cracked cantilever beam-column 117
A procedure for the identification of multiple cracks on beams and frames by static measurements 117
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 115
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram 114
A nested genetic algorithm strategy for an optimal seismic design of frames 113
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 113
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 113
Damage identification on spatial Timoshenko arches by means of genetic algorithms 112
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 110
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 109
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 108
A parsimonious discrete model for the seismic assessment of monumental structures 107
Seismic Vulnerability of the Concordia Temple 106
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures 106
Shaking Table Seismic Experimental Investigation of Lightweight Rigid Bodies 105
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 105
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 102
A Discrete Element for Modeling Masonry Vaults 102
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 101
Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading 99
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 99
Bio-inspired optimization algorithms for limit analysis of frame structure 99
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 98
Discrete macroelement modeling 98
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 97
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 97
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES 95
Palazzo Gualtieri 94
New Frontiers on Seismic Modeling of Masonry Structures 94
Tensile and compressive buckling of columns with shear deformation singularities 93
Multi-hazard assessment of a masonry railway bridge in landslide areas 92
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 92
Closed form solutions of a multi-cracked circular arch under static loads 92
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 92
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 92
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily) 91
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) 91
Response spectra of rigid blocks with uncertain behavior 91
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 90
Exact solutions for the statics of the multi-cracked circular arch 90
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 90
Numerical investigation on the seismic response of a masonry cross vault based on the Discrete Macro-Element Method 89
Evaluation of the response of a masonry cross vault subjected to vertical loading using the Discrete Macro-Element Method 89
Advances in dynamic instability: can a beam-column undergo tensile flutter? 89
Explicit dynamic solutions of damaged beams 89
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 89
Buckling of shear deformable beams with singularities 86
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 85
The seismic assessment of historical masonry structures 85
Advances in dynamic instability of beams subjected to tensile load 85
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 85
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 84
On the use of a roving body with rotary inertia to locate cracks in beams 84
Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) 82
Vulnerabilty Analysis of the Concordia Temple in Agrigento 82
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device 82
A New Low-Cost Rolling Ball Type Isolation Device for the Protection of Museum Collections 82
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 81
On the use of genetic algorithms to assess the seismic resistance of planar frame structures 81
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 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 80
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 79
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls 78
Alternative strategies for modelling masonry arches 76
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri 76
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities 76
Seismic vulnerability of the Concordia temple 75
Palazzo Gualtieri 75
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 74
Seismic collapse prediction of frame structures by means of genetic algorithms 73
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI 72
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 72
Advances in dynamic instability of beams subjected to tensile loading 71
Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach 71
Structural Assessment of a Masonry Arch Bridge before and after a traditional inner arch retrofitting technique 70
Vulnerabilità Sismica del Tempio della Concordia 70
UN NUOVO APPROCCIO DI MODELLAZIONE DELLA RISPOSTA SISMICA DI EDIFICI STORICI 70
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach 70
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 69
Macro-element mass matrix for the dynamic assessment of unreinforced masonry structures 66
Limit analysis of planar frame structures under seismic load through immune algorithms 66
Seismic Assessment of the Historical Mixed Masonry-Reinforced Concrete Government Palace in La Spezia 66
Parametric numerical studies on the dynamic response of unreinforced masonry structures 65
Totale 9.754
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Categoria #
all - tutte 34.824
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 34.824
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021151 0 0 0 0 0 0 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
2025/20264.383 391 391 1.056 354 837 1.077 277 0 0 0 0 0
Totale 11.098