IRIS
CANNIZZARO, FRANCESCO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.105
AS - Asia 1.829
EU - Europa 1.765
SA - Sud America 559
AF - Africa 390
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 8.653
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.984
SG - Singapore 780
IT - Italia 721
CN - Cina 714
BR - Brasile 479
IE - Irlanda 368
CI - Costa d'Avorio 196
UA - Ucraina 158
SN - Senegal 157
CA - Canada 106
DE - Germania 104
FI - Finlandia 86
VN - Vietnam 86
RU - Federazione Russa 85
KR - Corea 81
FR - Francia 54
GB - Regno Unito 54
SE - Svezia 29
BD - Bangladesh 27
AR - Argentina 26
IN - India 23
EC - Ecuador 19
JP - Giappone 19
NL - Olanda 19
PL - Polonia 18
CH - Svizzera 17
HK - Hong Kong 15
UZ - Uzbekistan 14
ZA - Sudafrica 13
ES - Italia 12
ID - Indonesia 11
MX - Messico 11
PT - Portogallo 11
IQ - Iraq 9
PY - Paraguay 9
EG - Egitto 8
GR - Grecia 8
CL - Cile 7
LB - Libano 7
CO - Colombia 6
SA - Arabia Saudita 6
VE - Venezuela 6
HU - Ungheria 5
NG - Nigeria 5
PE - Perù 5
TR - Turchia 5
LT - Lituania 4
MA - Marocco 4
PK - Pakistan 4
TN - Tunisia 4
BH - Bahrain 3
IL - Israele 3
NP - Nepal 3
AE - Emirati Arabi Uniti 2
AT - Austria 2
AU - Australia 2
AZ - Azerbaigian 2
BB - Barbados 2
BG - Bulgaria 2
BO - Bolivia 2
HR - Croazia 2
IR - Iran 2
KE - Kenya 2
MN - Mongolia 2
MY - Malesia 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
KZ - Kazakistan 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 8.653
Salva come PNG Salva come JPEG
Città #
Dallas 957
Santa Clara 814
Singapore 484
Chandler 372
Dublin 364
Abidjan 196
Civitanova Marche 182
Jacksonville 181
Hefei 169
Dakar 157
Boardman 141
Beijing 140
Ashburn 127
Chicago 110
Catania 103
Cambridge 98
Lawrence 98
Andover 93
Nanjing 81
Seoul 81
Helsinki 69
Toronto 68
Bremen 57
Council Bluffs 51
Des Moines 47
Wilmington 43
Columbus 36
The Dalles 36
Milan 32
São Paulo 32
Ho Chi Minh City 31
Nanchang 29
Los Angeles 28
Rome 26
Saint Petersburg 21
San Mateo 21
New York 20
Ottawa 20
Tokyo 18
Brooklyn 17
Nuremberg 17
Seattle 17
Hebei 16
Rio de Janeiro 16
Hanoi 15
Shenyang 15
Changsha 13
Jiaxing 13
Tianjin 13
Belo Horizonte 12
Florence 12
Hong Kong 12
Falls Church 11
Munich 11
Warsaw 11
Caserta 10
Dong Ket 10
Guarulhos 10
Montreal 10
Moscow 10
Palermo 10
Phoenix 10
Siracusa 10
Brasília 9
Guangzhou 9
Johannesburg 9
Lentini 9
London 9
Naples 9
Nola 9
Vicenza 9
Chennai 8
Curitiba 8
Dhaka 8
Floridia 8
Jinan 8
Lappeenranta 8
Salvador 8
San Francisco 8
Tashkent 8
Turku 8
Denver 7
Gela 7
Syracuse 7
Boston 6
Bourdeau 6
Castel Maggiore 6
Hangzhou 6
Paris 6
Porto Alegre 6
Stockholm 6
Amsterdam 5
Baghdad 5
Campinas 5
Den Haag 5
Guayaquil 5
Hillsboro 5
Honolulu 5
Kunming 5
Manaus 5
Totale 6.194
Salva come PNG Salva come JPEG
Nome #
3DMacro il software per le murature 201
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 126
3D macro-element modelling approach for seismic assessment of historical masonry churches 123
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 121
On the dynamic stability of shear deformable beams under a tensile load 115
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 112
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 111
A new computational strategy for the seismic assessment of infilled frame Structures 108
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 108
3D discrete macro-modelling approach for masonry arch bridges 107
A Discrete Element for Modeling Masonry Vaults 106
Flutter and divergence instability of the multi-cracked cantilever beam-column 104
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 102
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 101
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 101
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 99
A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis 94
Seismic Vulnerability of the Concordia Temple 93
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 93
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 91
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 89
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 89
A procedure for the identification of multiple cracks on beams and frames by static measurements 88
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 87
Damage identification on spatial Timoshenko arches by means of genetic algorithms 86
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 85
A parsimonious discrete model for the seismic assessment of monumental structures 85
A nested genetic algorithm strategy for an optimal seismic design of frames 83
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 83
La cupola della “Badia di Sant’Agata” a Catania: un esempio di costruzione autoportante e di presidio anti-sismico ante litteram 83
An improved ant colony optimization algorithm and its applications to limit analysis of frame structures 83
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 82
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 82
Explicit dynamic solutions of damaged beams 82
Tensile and compressive buckling of columns with shear deformation singularities 81
New Frontiers on Seismic Modeling of Masonry Structures 81
Advances in dynamic instability: can a beam-column undergo tensile flutter? 80
Palazzo Gualtieri 80
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) 80
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 80
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 79
Closed form solutions of a multi-cracked circular arch under static loads 79
A Discrete Element for Modeling Masonry Vaults 79
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 79
Shaking Table Seismic Experimental Investigation of Lightweight Rigid Bodies 78
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 78
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 77
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 77
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 77
Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading 76
Buckling of shear deformable beams with singularities 76
Bio-inspired optimization algorithms for limit analysis of frame structure 76
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 76
The seismic assessment of historical masonry structures 74
Advances in dynamic instability of beams subjected to tensile load 74
Exact solutions for the statics of the multi-cracked circular arch 74
Discrete macroelement modeling 74
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 73
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 73
Vulnerabilty Analysis of the Concordia Temple in Agrigento 71
On the use of genetic algorithms to assess the seismic resistance of planar frame structures 69
The dome of “Badia di Sant’Agata” in Catania: an example of self-supporting structure and seismic protection device 67
On the use of a roving body with rotary inertia to locate cracks in beams 67
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 67
Response spectra of rigid blocks with uncertain behavior 67
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES 66
Multi-hazard assessment of a masonry railway bridge in landslide areas 66
Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach 66
Numerical investigation on the seismic response of a masonry cross vault based on the Discrete Macro-Element Method 65
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 65
Seismic vulnerability of the Concordia temple 65
Palazzo Gualtieri 65
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 65
Evaluation of the response of a masonry cross vault subjected to vertical loading using the Discrete Macro-Element Method 64
Stima della vulnerabilità sismica del caso di studio denominato edificio Capri 64
Preservation of Abandoned Historic Centres—The Case of Poggioreale antica (Sicily) 63
Automatic evaluation of plastic collapse conditions for planar frames with vertical irregularities 63
Use of computer programs for the nonlinear seismic analysis of masonry buildings: comparison of the results obtained with different software on an actual case 62
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 61
Advances in dynamic instability of beams subjected to tensile loading 61
Comparative analysis of benchmark case studies for assessing the reliability of software packages targeted to the seismic assessment of URM buildings 61
Alternative strategies for modelling masonry arches 60
Seismic collapse prediction of frame structures by means of genetic algorithms 60
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 60
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 59
Vulnerabilità Sismica del Tempio della Concordia 58
Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls 58
L’UNIVERSITÀ E LA RICERCA PER L’ABRUZZO Il come e il perché dei danni ai monumenti: PALAZZO GUALTIERI 57
A New Low-Cost Rolling Ball Type Isolation Device for the Protection of Museum Collections 57
Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) 56
UN NUOVO APPROCCIO DI MODELLAZIONE DELLA RISPOSTA SISMICA DI EDIFICI STORICI 56
La valutazione dei cedimenti in fondazione negli edifici in muratura mediante analisi statiche nonlineari condotte in ambiente 3DMacro 56
Parametric numerical studies on the dynamic response of unreinforced masonry structures 56
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 55
Limit analysis of planar frame structures under seismic load through immune algorithms 55
Seismic Assessment of the Historical Mixed Masonry-Reinforced Concrete Government Palace in La Spezia 55
Simulazioni del comportamento sismico del modello isolato del Progetto Trema 54
Confronto tra diverse strategie di modellazione, applicazione su modelli benchmark locali 54
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements 54
Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach 53
Totale 7.837
Salva come PNG Salva come JPEG
Categoria #
all - tutte 31.163
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 31.163
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021277 0 0 0 0 120 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
2025/20262.202 391 391 1.056 354 10 0 0 0 0 0 0 0
Totale 8.917