GUSELLA, Vittorio
 Distribuzione geografica
Continente #
NA - Nord America 7.873
EU - Europa 6.039
AS - Asia 5.514
SA - Sud America 1.034
AF - Africa 152
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 4
Totale 20.627
Nazione #
US - Stati Uniti d'America 7.703
SG - Singapore 2.641
UA - Ucraina 1.081
IT - Italia 1.006
IE - Irlanda 920
RU - Federazione Russa 833
BR - Brasile 803
CN - Cina 748
HK - Hong Kong 691
VN - Vietnam 508
SE - Svezia 471
DE - Germania 435
FR - Francia 400
FI - Finlandia 333
KR - Corea 190
GB - Regno Unito 184
IN - India 155
BD - Bangladesh 110
AR - Argentina 68
IQ - Iraq 68
TR - Turchia 68
MX - Messico 63
CA - Canada 57
PL - Polonia 51
NL - Olanda 50
AT - Austria 45
UZ - Uzbekistan 44
CH - Svizzera 43
ZA - Sudafrica 43
PK - Pakistan 42
ID - Indonesia 39
CO - Colombia 36
BE - Belgio 35
EC - Ecuador 35
ES - Italia 30
VE - Venezuela 28
JP - Giappone 25
SA - Arabia Saudita 25
LB - Libano 23
MA - Marocco 22
CZ - Repubblica Ceca 21
PH - Filippine 19
TN - Tunisia 19
CL - Cile 18
PY - Paraguay 18
MY - Malesia 17
PE - Perù 15
GR - Grecia 14
JO - Giordania 14
RO - Romania 14
DZ - Algeria 13
IL - Israele 13
KE - Kenya 12
AE - Emirati Arabi Uniti 11
BO - Bolivia 11
EG - Egitto 11
AU - Australia 10
OM - Oman 10
JM - Giamaica 9
PT - Portogallo 9
NP - Nepal 8
CR - Costa Rica 7
DK - Danimarca 7
ET - Etiopia 7
HU - Ungheria 7
MD - Moldavia 7
NI - Nicaragua 7
AZ - Azerbaigian 6
IR - Iran 6
LU - Lussemburgo 6
CI - Costa d'Avorio 5
PS - Palestinian Territory 5
GE - Georgia 4
LT - Lituania 4
PA - Panama 4
SI - Slovenia 4
SK - Slovacchia (Repubblica Slovacca) 4
SY - Repubblica araba siriana 4
AM - Armenia 3
BG - Bulgaria 3
BY - Bielorussia 3
BZ - Belize 3
EU - Europa 3
HN - Honduras 3
HR - Croazia 3
KZ - Kazakistan 3
MU - Mauritius 3
RS - Serbia 3
SN - Senegal 3
TH - Thailandia 3
TT - Trinidad e Tobago 3
AO - Angola 2
BH - Bahrain 2
BS - Bahamas 2
DO - Repubblica Dominicana 2
EE - Estonia 2
GA - Gabon 2
IS - Islanda 2
KG - Kirghizistan 2
KW - Kuwait 2
Totale 20.589
Città #
Singapore 1.812
Chandler 1.023
Dublin 919
Hong Kong 684
San Jose 658
San Mateo 585
Ashburn 418
Jacksonville 413
Boardman 325
Santa Clara 315
Des Moines 288
Moscow 276
Dong Ket 271
Medford 260
Princeton 257
Perugia 252
Lauterbourg 247
Wilmington 206
Seoul 179
Andover 171
Ann Arbor 151
The Dalles 150
Altamura 149
Beijing 115
Lawrence 105
Los Angeles 96
Redmond 94
Helsinki 89
Ho Chi Minh City 78
Munich 75
New York 74
Piscataway 69
São Paulo 67
Saint Petersburg 62
Hanoi 54
Orem 52
Norwalk 51
Palermo 48
Florence 40
Rome 35
Rio de Janeiro 34
Brooklyn 33
Turku 33
Frankfurt am Main 32
Warsaw 32
Milan 31
Dallas 30
Baghdad 29
Brussels 29
Woodbridge 29
Columbus 28
Council Bluffs 28
Falls Church 28
Chennai 27
Belo Horizonte 25
Johannesburg 25
Tashkent 25
London 24
Chicago 23
Amsterdam 22
Manchester 22
Shanghai 22
Tokyo 21
Mexico City 20
Montreal 20
San Paolo di Civitate 20
Brasília 18
Falkenstein 18
Phoenix 18
Redwood City 18
Atlanta 17
Guangzhou 17
Mumbai 17
Boston 16
Stockholm 16
Ankara 15
Dhaka 15
Jakarta 14
Charlotte 13
Curitiba 13
Naples 13
Nuremberg 13
Amman 12
Denver 12
Lahore 12
Poplar 12
Quito 12
San Diego 12
Vienna 12
Hangzhou 11
Izmir 11
Mazzano Romano 11
Medellín 11
Porto Alegre 11
Riyadh 11
Basingstoke 10
Caracas 10
Frankfurt Am Main 10
Ribeirão Preto 10
San Francisco 10
Totale 12.356
Nome #
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 210
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 181
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 177
An interface micro-mechanical approach for the masonry mechanisms analysis 167
Upper Bound Limit Analysis of Quasi-Periodic Masonry by Means of Discontinuity Layout Optimization (DLO) 144
Analysis of non-Gaussian stochastic field of wind pressure 136
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 133
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 133
Active control of a wind excited mast 129
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 129
A parametric investigation of wind-induced cable fatigue 126
An approach based on substructures for the estimation of the response of tall buildings under wind loads using an equivalent beam 125
Mathematical models for nonlocal elastic composite materials 124
Modelli numerici per l’omogeneizzazione di murature a sacco 121
A numerical model for masonry walls with multiple leaf internal structure 120
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 120
Effects of the Fractional Laplacian Order on the Nonlocal Elastic Rod Response 119
Active displacement control of a wind-exposed mast 118
Analisi comparativa della risposta di grandi antenne radiotelevisive all'azione del vento 117
Comparison between Eringen’s differential nonlocal model and Laplace’s fractional operator approach 116
Indagine sperimentale su elementi corti di trave in telai irrigiditi da diagonali eccentriche 115
A mixed operator approach to peridynamics 114
Vulnerability and seismic improvement of architectural heritage: the case of Palazzo Murena 114
Azione del vento su edifici alti: analisi dei momenti statistici di ordine superiore mediante misure HFFB e SMPSS 111
Collapse displacements of masonry arch with geometrical uncertainties on spreading supports 109
Calibration of finite element models of concrete arch-gravity dams using dynamical measures: The case of Ridracoli 107
Dynamic Identification and Damage Detection on Masonry Buildings Using Shaking Table Tests 107
Identificazione delle caratteristiche dinamiche del cavo: oscillazioni libere e sotto vento. 106
Tipologia eccentrica di controvento in acciaio 106
Modeling and Simulation of Non-stationary Thunderstorm Outflows 106
An æolian geographical informative system for civil engineering 104
Dynamics of Nonlocal Rod by Means of Fractional Laplacian 103
Longitudinal waves in a nonlocal rod by fractional Laplacian 103
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 102
Aeroelastic behaviour of bridge decks: a sensivity analysis of the turbulent nonlinear response 101
The safety of masonry arches with uncertain geometry 101
An æolian geographical informative system for structural engineering: some results 100
Damage detection via modal analysis of masonry structures using shaking table tests 99
Lateral loads carrying capacity and minimum thickness of circular and pointed masonry arches 99
Characterization of elastic properties of masonry through digital imaging techniques applied to thermographic images 98
Homogenization in generalized plane state for the masonry strength domain evaluation 97
Dynamic response of masonry arch with geometrical irregularities subjected to a pulse-type ground motion 97
Feasibility of a Thermography Nondestructive Technique for Determining the Quality of Historical Frescoed Masonries: Applications on the Templar Church of San Bevignate 97
Effect of shape uncertainties on the collapse condition of the circular masonry arch 97
Stima dei residui della soluzione omogeneizzata per la trave geometricamente non lineare con caratteristiche meccaniche aleatorie 96
Analisi sismica di strutture murarie rinforzate con controventi in acciaio 96
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 96
Non-stationary dynamic structural response to thunderstorm outflows 96
Analisi comparativa della risposta di una torre di raffreddamento all'azione del vento 95
An approach to the homogenization of multiple leaf masonry continuum 95
Dynamics of cable under wind action: wind tunnel experimental analysis 94
Failure surface of quasi-periodic masonry by means of Statistically Equivalent Periodic Unit Cell approach 93
Characterization of wind induced excitations on tall buildings by means of wind tunnel tests 92
Stochastic response of a cantilever beam affected by correlated loads 92
Masonry strength domain by homogenization in generalized plane state 91
Confronto teorico - sperimentale della risposta strutturale all'azione del vento 91
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 91
Wind load and response of broadcasting antennas: three years of research work in cooperation with R.A.I. 90
Rapid evaluation of in-plane seismic capacity of masonry arch bridges through limit analysis 90
Azione del vento e sicurezza strutturale: estremi e fatica 89
On the contribution of Bernardo Vittone in the design of masonry domes 89
Cella statisticamente equivalente e domini di resistenza di materiali aleatori 88
In-service dynamic behavior of a drilling derrick on a jacket platform 88
Seismic assessment of masonry arch bridges and parametric investigation of structural reinforcement 88
Influence of higher modes on the response of irregular tall buildings 87
Analysis of the dynamic response to seismic and wind actions for isolated buildings design 87
First results of the vibration-based structural health monitoring of a masonry dome 87
Effects of the thickness and angle of embrace uncertainties on the limit equilibrium of masonry arches under horizontal loads 87
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 87
Confined vs. unreinforced masonry: Construction and shaking table tests of two-storey buildings 87
Fluid viscous device modelling by fractional derivatives 86
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 85
Higher mode contributions to the response of tall buildings with regular and irregular profiles 85
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 85
Some experimental results on the dynamic behaviour of a 40m mast 85
An equivalent beam model for the analysis of tall buildings under stochastic actions 85
Effect of hemp bio composite strengthening on masonry barrel vaults damage 84
Architectural and Environmental Impact of Retrofitting Techniques to Prevent In-Plane «Domino» Failure Modes of Unreinforced Masonry Buildings 83
Influence of higher modes on the dynamic response of irregular and regular tall buildings 83
Dissipative braced frames with steel and concrete active links 83
Structural Investigation of 18th-Century Ogival Masonry Domes: From Carlo Fontana to Bernardo Vittone 83
Carichi indotti dal vento su edifici bassi: analisi sperimentale e confronto normativo 82
Analisi sismica di telai multipiano irrigiditi da diagonali eccentriche 82
Approccio per sotto strutture nella modellazione di trave equivalente nella dinamica di edifici alti 82
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 82
Seismic behaviour of eccentrically braced multi-storey frames 81
Comparative measurement on the CAARC standard tall building 81
Fragility analysis of masonry arch with geometrical uncertainties under sine pulse base motion 81
Wind tunnel scale model testing of suspended cables and numerical comparison 80
Caratteristiche non gaussiane della pressione del vento 80
The SEPUC for the estimation of failure surface of quasi-periodic masonries 80
In situ shear tests on masonry panels strengthened with fiber-reinforced mortar repointing 80
Estimation of Masonry Texture and Mechanical Characteristics by Means of Thermographic Images 80
Damage Accumulation in Glass Plates 79
The domed skyscraper of Galeazzo Alessi. The geometric and structural ambiguities of dome of the Saint Mary of Angel Basilica 79
Effects of spread and local geometrical irregularities on the horizontal carrying capacity of masonry arches. 79
Parametric Analysis of Failure Loads of Masonry Textures by Means of Discontinuity Layout Optimization (DLO) 79
Built Environment's Sustainability: The Design of the Gypso|TechA of the University of Perugia 79
Mesoscale analysis of concrete earth mixtures, from CT to random generation of RVE 78
Dinamica del cavo sotto l'azione del vento: analisi sperimentale in galleria del vento. 78
Totale 10.049
Categoria #
all - tutte 93.449
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 93.449


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021298 0 0 0 0 0 0 0 0 0 0 0 298
2021/20222.080 34 376 26 77 78 23 81 689 18 83 180 415
2022/20233.464 309 436 46 245 275 589 17 154 1.211 23 120 39
2023/20241.350 78 151 57 37 23 16 263 21 198 49 244 213
2024/20253.383 46 340 77 182 439 120 130 237 740 236 512 324
2025/20266.897 509 452 349 873 856 570 1.187 400 768 654 204 75
Totale 21.283