CALIO', Ivo Domenico
 Distribuzione geografica
Continente #
NA - Nord America 5.703
EU - Europa 3.168
AS - Asia 1.554
AF - Africa 535
SA - Sud America 101
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 4
Totale 11.070
Nazione #
US - Stati Uniti d'America 5.472
IT - Italia 1.039
IE - Irlanda 803
CN - Cina 790
SG - Singapore 640
UA - Ucraina 591
CI - Costa d'Avorio 258
SN - Senegal 247
CA - Canada 227
DE - Germania 177
RU - Federazione Russa 167
BR - Brasile 85
FI - Finlandia 71
FR - Francia 71
GB - Regno Unito 54
SE - Svezia 42
CH - Svizzera 29
PT - Portogallo 23
AT - Austria 22
NG - Nigeria 22
UZ - Uzbekistan 21
NL - Olanda 19
GR - Grecia 18
JP - Giappone 18
VN - Vietnam 18
IN - India 14
LB - Libano 14
BD - Bangladesh 9
PL - Polonia 9
TR - Turchia 9
CZ - Repubblica Ceca 8
EU - Europa 5
HU - Ungheria 5
PE - Perù 5
AR - Argentina 4
BG - Bulgaria 4
EG - Egitto 4
IQ - Iraq 4
EC - Ecuador 3
NO - Norvegia 3
RO - Romania 3
AU - Australia 2
BN - Brunei Darussalam 2
CO - Colombia 2
ES - Italia 2
HK - Hong Kong 2
IL - Israele 2
MN - Mongolia 2
MX - Messico 2
MY - Malesia 2
NZ - Nuova Zelanda 2
SK - Slovacchia (Repubblica Slovacca) 2
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BE - Belgio 1
CL - Cile 1
DZ - Algeria 1
EE - Estonia 1
GL - Groenlandia 1
HR - Croazia 1
IR - Iran 1
JM - Giamaica 1
LU - Lussemburgo 1
MA - Marocco 1
ME - Montenegro 1
NP - Nepal 1
OM - Oman 1
PH - Filippine 1
PS - Palestinian Territory 1
PY - Paraguay 1
RS - Serbia 1
TN - Tunisia 1
ZA - Sudafrica 1
Totale 11.070
Città #
Santa Clara 1.360
Dublin 796
Chandler 773
Jacksonville 562
Singapore 415
Boardman 311
Civitanova Marche 268
Abidjan 258
Dakar 247
Cambridge 221
Lawrence 220
Andover 206
Nanjing 195
Toronto 173
Chicago 169
Catania 168
Ashburn 162
Des Moines 105
Bremen 102
San Mateo 96
Wilmington 91
Nanchang 70
Helsinki 65
Hebei 53
Shenyang 51
Ottawa 50
Changsha 46
Tianjin 37
Jiaxing 36
Saint Petersburg 34
Los Angeles 33
Falls Church 26
Beijing 24
Abuja 22
Seattle 20
Guangzhou 19
Kunming 19
Jinan 18
Moscow 17
Tokyo 17
Dong Ket 16
Milan 16
Rome 16
Siracusa 16
Nuremberg 15
Bologna 14
Florence 14
Lentini 14
Munich 14
Washington 13
Ningbo 12
Norwalk 12
Redmond 12
Caserta 10
Den Haag 10
Naples 10
Pune 10
Hangzhou 9
Vicenza 9
Belo Horizonte 8
Bourdeau 8
Dallas 8
Floridia 8
Grammichele 8
Padova 8
Sortino 8
Turin 8
Carini 7
Liberty Lake 7
Ponte San Pietro 7
Syracuse 7
Almada 6
Braga 6
Brno 6
Gela 6
Messina 6
Oxford 6
Palermo 6
Phoenix 6
São Paulo 6
Taizhou 6
Zhengzhou 6
Acireale 5
Ancona 5
Ann Arbor 5
Castel Maggiore 5
Castrolibero 5
Fuzhou 5
Hillsboro 5
Lappeenranta 5
Lima 5
Pavia 5
Tremestieri Etneo 5
Wuhan 5
Zurich 5
Ales 4
Dhaka 4
Houston 4
Mountain View 4
Napoli 4
Totale 8.040
Nome #
Seismic and energy renovation: an innovative approach to historic preservation 97
Verso la definizione di una prova di scorrimento con martinetto piatto per la stima della resistenza a taglio associata al meccanismo di scorrimento 95
Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach 95
On the dynamic stability of shear deformable beams under a tensile load 94
Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses 93
An Innovative Teaching Module Inside VVITA Project - Sustainable And Inclusive Development Of Strategies To Vitalize Villages Through Innovative Architecture Technologies 90
A New Agent-Based Methodology for the Seismic Vulnerability Assessment of Urban Areas 88
VVITA PROJECT - SUSTAINABLE AND INCLUSIVE DEVELOPMENT OF STRATEGIES TO VITALIZE VILLAGES THROUGH INNOVATIVE ARCHITECTURE TECHNOLOGIES 88
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 86
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 85
Free vibrations of spatial Timoshenko arches 84
Seismic safety evaluation of reinforced concrete masonry infilled frames using macro modelling approach 81
3DMacro il software per le murature 79
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 78
Flutter and divergence instability of the multi-cracked cantilever beam-column 76
3D macro-element modelling approach for seismic assessment of historical masonry churches 76
Seismic assessment of typical masonry historical residential buildings in Catania 74
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 74
A smart displacement based (SDB) beam element with distributed plasticity 73
Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion 72
A simplified model based on self-organized criticality framework for the seismic assessment of urban areas 71
Simulazioni del comportamento sismico del modello su base fissa del Progetto Trema 70
Considerazioni conclusive [La vulnerabilità sismica degli edifici storici in aggregato] 70
Dynamic stiffness model of spherical parallel robots 69
Seismic Vulnerability of the Concordia Temple 68
A macro-element modelling approach of Infilled Frame Structures 68
A new computational strategy for the seismic assessment of infilled frame Structures 67
Passive control of the seismic rocking response of art objects 66
Advances in dynamic instability: can a beam-column undergo tensile flutter? 66
A simplified beam-like model for the dynamic analy-is of multi-storey buildings 66
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 66
A parametric study of sliding multistorey buildings under harmonic excitations 65
Closed form solutions of a multi-cracked circular arch under static loads 64
Comportamento dinamico di un modello strutturale con sollevamento della fondazione 64
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 64
The exact stability stiffness matrix for the analysis of multi-cracked frame structures 63
Tensile and compressive buckling of columns with shear deformation singularities 63
UN MODELLO DISCRETO PER LA VERIFICA SISMICA DI EDIFICI IN MURATURA SEMPLICE E CONFINATA 63
Comportamento dinamico di un modello strutturale con sollevamento della fondazione sotto carichi impulsivi 63
A macro-element approach for modeling the nonlinear behaviour of monumental buildings under static and seismic loadings 63
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 63
Non-linear modeling of masonry churches through a discrete macro-element approach 62
A Discrete Element for Modeling Masonry Vaults 62
AN INTERDISCIPLINARY APPROACH FOR THE EXPERIMENTAL ASSESSMENT OF THE SEISMIC SAFETY OF ARTWORKS 62
A Craked Beam Element for the Analysis of Damaged Framed Structures 61
A new discrete-element approach for the assessment of the seismic resistance of mixed masonry and reinforced concrete buildings 61
A Beam Element for the Analysis of Framed Structures with Multiple Discontinuities 61
La prova di scorrimento con martinetto piatto: applicazione 61
A simplified methodology to assess seismic risk at district and building level 61
Un nuovo elemento discreto per la modellazione di strutture a geometria curva 61
A frequency domain representation of the seismic response of multi-storey buildings base-isolated by ball systems 60
Advances in dynamic instability of beams subjected to tensile load 60
A simplified model based on self-organised criticality framework for the seismic assessment of urban areas 60
Inhomogeneous beam-like models for the dynamic analysis of multi-storey buildings 60
A parsimonious discrete model for the seismic assessment of monumental structures 60
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 59
The seismic assessment of historical masonry structures 59
Analisi dinamica di un sistema continuo con sollevamento della fondazione 59
3D discrete macro-modelling approach for masonry arch bridges 59
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 59
AN EXPEDITIOUS PARAMETRIC APPROACH FOR CITY INFORMATION MODELING AND FINITE ELEMENT ANALYSIS 59
The Non-Linear Dynamic Response of the Euler-Bernoulli Beam with an Arbitrary Number of Switching Cracks 58
EXPONENTIAL SOLUTIONS FOR A LONGITUDINALLY VIBRATING INHOMOGENEOUS ROD 58
DYNAMICAL RESPONSE OF A STRUCTURAL MODEL WITH FOUNDATION UPLIFT 58
A Procedure for the Identification of Concentrated Damages on Beams by Static Tests 58
A Comparative Study On A 2-Storey Benchmark Case Study Through Nonlinear Seismic Analysis 58
A new non-linear beam element based on smart displacement shape functions 58
A 3D discrete macro-element for modelling the out-of-plane behaviour of infilled frame structures 58
A Fibre Smart Displacement Based (FSDB) beam element for non linear analysis of r/c frames 58
Complex modal analysis for frequency dependent soil-structure interacting systems 57
A procedure for the identification of multiple cracks on beams by static measurements 57
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 57
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) 57
A procedure for the identification of multiple cracks on beams and frames by static measurements 57
A 2D beam-column joint macro-element for the nonlinear analysis of RC frames 57
Numerical Investigation of a Medieval Masonry Arch Bridge Based on a Discrete Macro-element Modeling Approach 57
Seismic response of multistorey building base isolated by friction devices with restoring properties 56
La prova di scorrimento con martinetto piatto: specifiche di prova 56
Valutazioni preliminari in ambiente SAP per verificare l'efficacia di un approccio ai macro-elementi nella stima della vulnerabilità sismica di edifici in struttura mista muratura-calcestruzzo armato 56
Closed-form trigonometric solution of inhomogeneous beam-columns: buckling problem 56
Un modello semplificato per l'analisi del comportamento dinamico di strutture soggette a sollevamento della fondazione 56
The influence of damage on the eigen-properties of Timoshenko spatial arches 55
Seismic vulnerability of the Concordia temple 55
MODELLAZIONE DEL COMPORTAMENTO DINAMICO DI OGGETTI D’ARTE 55
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 55
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 55
Analisi push-over multi-modali : applicazione ad un edificio irregolare in ca 55
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 55
Free vibrations of Timoshenko beam-columns on Pasternak foundations 54
A Procedure for the Identification of Cracks on Beam Elements 54
Buckling of shear deformable beams with singularities 54
A DISCRETE-ELEMENT APPROACH FOR THE SIMULATION OF THE SEISMIC BEHAVIOR OF HISTORICAL BUILDINGS 54
Realistic 3D nonlinear dynamic analysis of existing and retrofitted multi-storey RC buildings subject to earthquake loading 54
An equivalent non-uniform beam-like model for dynamic analysis of multi-storey irregular buildings 54
Exact Solution of the Multi-Cracked Euler-Bernoulli Column 53
Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks 53
A Simplified Procedure for the Dynamic Analysis of Pile-Soil-Structure Interaction 53
New Frontiers on Seismic Modeling of Masonry Structures 53
A Discrete Element for Modeling Masonry Vaults 53
Discrete macroelement modeling 53
Totale 6.436
Categoria #
all - tutte 41.528
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 41.528


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020407 0 0 0 0 0 0 59 4 143 18 137 46
2020/20211.026 26 107 137 43 318 22 109 50 102 15 66 31
2021/20221.563 171 222 26 21 236 27 219 74 145 30 52 340
2022/20232.788 232 70 77 264 244 492 7 597 647 25 90 43
2023/20241.302 61 259 45 79 50 182 20 99 3 119 238 147
2024/20253.166 34 571 306 409 1.133 669 44 0 0 0 0 0
Totale 11.492