GUSELLA, Vittorio
 Distribuzione geografica
Continente #
NA - Nord America 8.279
EU - Europa 6.102
AS - Asia 5.572
SA - Sud America 1.069
Continente sconosciuto - Info sul continente non disponibili 661
AF - Africa 159
OC - Oceania 11
Totale 21.853
Nazione #
US - Stati Uniti d'America 8.063
SG - Singapore 2.638
UA - Ucraina 1.081
IT - Italia 1.053
IE - Irlanda 914
RU - Federazione Russa 830
BR - Brasile 819
CN - Cina 767
HK - Hong Kong 690
VN - Vietnam 511
SE - Svezia 470
DE - Germania 438
FR - Francia 402
FI - Finlandia 332
GB - Regno Unito 195
KR - Corea 190
IN - India 156
BD - Bangladesh 122
CA - Canada 80
TR - Turchia 70
AR - Argentina 68
IQ - Iraq 68
MX - Messico 64
NL - Olanda 56
PL - Polonia 51
AT - Austria 44
CO - Colombia 44
UZ - Uzbekistan 44
CH - Svizzera 43
ID - Indonesia 43
PK - Pakistan 43
ZA - Sudafrica 42
EC - Ecuador 37
BE - Belgio 36
VE - Venezuela 34
ES - Italia 29
SA - Arabia Saudita 27
JP - Giappone 26
PH - Filippine 26
LB - Libano 23
MA - Marocco 21
CZ - Repubblica Ceca 20
MY - Malesia 20
CL - Cile 19
PY - Paraguay 19
TN - Tunisia 19
DZ - Algeria 16
GR - Grecia 16
JM - Giamaica 16
PE - Perù 16
IL - Israele 14
JO - Giordania 14
KE - Kenya 14
RO - Romania 14
AE - Emirati Arabi Uniti 12
BO - Bolivia 11
CR - Costa Rica 11
EG - Egitto 11
PT - Portogallo 11
AU - Australia 10
OM - Oman 10
NI - Nicaragua 9
NP - Nepal 9
DK - Danimarca 7
ET - Etiopia 7
HU - Ungheria 7
MD - Moldavia 7
AZ - Azerbaigian 6
IR - Iran 6
LU - Lussemburgo 6
CI - Costa d'Avorio 5
PS - Palestinian Territory 5
GE - Georgia 4
HN - Honduras 4
KZ - Kazakistan 4
LT - Lituania 4
PA - Panama 4
RS - Serbia 4
SI - Slovenia 4
SK - Slovacchia (Repubblica Slovacca) 4
SY - Repubblica araba siriana 4
TH - Thailandia 4
AL - Albania 3
AM - Armenia 3
BF - Burkina Faso 3
BG - Bulgaria 3
BH - Bahrain 3
BY - Bielorussia 3
BZ - Belize 3
DO - Repubblica Dominicana 3
EU - Europa 3
HR - Croazia 3
MU - Mauritius 3
SN - Senegal 3
TT - Trinidad e Tobago 3
AO - Angola 2
BS - Bahamas 2
EE - Estonia 2
GA - Gabon 2
GT - Guatemala 2
Totale 21.146
Città #
Singapore 1.807
Chandler 1.019
Dublin 913
Hong Kong 681
San Jose 659
San Mateo 583
Ashburn 458
Jacksonville 414
Santa Clara 329
Boardman 324
Des Moines 288
Moscow 274
Dong Ket 271
Medford 259
Princeton 256
Perugia 254
Lauterbourg 246
Wilmington 206
Seoul 179
Andover 169
The Dalles 152
Ann Arbor 151
Altamura 147
Beijing 128
Los Angeles 118
Lawrence 104
Redmond 95
New York 93
Helsinki 88
Ho Chi Minh City 80
Piscataway 76
Munich 75
São Paulo 72
Saint Petersburg 62
Hanoi 55
Orem 52
Norwalk 51
Palermo 49
Milan 42
Rome 41
Florence 40
Phoenix 40
Dallas 36
Rio de Janeiro 35
Brooklyn 33
Chicago 33
Turku 33
Frankfurt am Main 32
Warsaw 32
Baghdad 29
Brussels 29
Woodbridge 29
Columbus 28
Council Bluffs 28
Falls Church 28
Montreal 28
Chennai 27
Tashkent 25
Johannesburg 24
London 24
Shanghai 24
Amsterdam 23
Belo Horizonte 23
Manchester 23
Buffalo 22
Tokyo 22
Mexico City 20
San Paolo di Civitate 20
Atlanta 19
Brasília 18
Falkenstein 18
Redwood City 18
Boston 17
Charlotte 17
Guangzhou 17
Mumbai 17
Stockholm 16
Ankara 15
Curitiba 15
Dhaka 15
San Diego 15
Toronto 15
Jakarta 14
Naples 14
Denver 13
Lahore 13
Medellín 13
Nuremberg 13
Quito 13
Amman 12
Bogotá 12
Caracas 12
Pittsburgh 12
Poplar 12
Riyadh 12
Vienna 12
Hangzhou 11
Izmir 11
Mazzano Romano 11
Nairobi 11
Totale 12.563
Nome #
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 215
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 184
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 181
An interface micro-mechanical approach for the masonry mechanisms analysis 171
Upper Bound Limit Analysis of Quasi-Periodic Masonry by Means of Discontinuity Layout Optimization (DLO) 148
Analysis of non-Gaussian stochastic field of wind pressure 140
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 139
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 136
Active control of a wind excited mast 134
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 134
A parametric investigation of wind-induced cable fatigue 131
An approach based on substructures for the estimation of the response of tall buildings under wind loads using an equivalent beam 127
A numerical model for masonry walls with multiple leaf internal structure 126
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 126
Mathematical models for nonlocal elastic composite materials 125
A mixed operator approach to peridynamics 121
Modelli numerici per l’omogeneizzazione di murature a sacco 121
Active displacement control of a wind-exposed mast 121
Comparison between Eringen’s differential nonlocal model and Laplace’s fractional operator approach 120
Analisi comparativa della risposta di grandi antenne radiotelevisive all'azione del vento 119
Effects of the Fractional Laplacian Order on the Nonlocal Elastic Rod Response 119
Indagine sperimentale su elementi corti di trave in telai irrigiditi da diagonali eccentriche 116
Vulnerability and seismic improvement of architectural heritage: the case of Palazzo Murena 116
Azione del vento su edifici alti: analisi dei momenti statistici di ordine superiore mediante misure HFFB e SMPSS 114
Dynamic Identification and Damage Detection on Masonry Buildings Using Shaking Table Tests 112
Tipologia eccentrica di controvento in acciaio 110
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 110
Calibration of finite element models of concrete arch-gravity dams using dynamical measures: The case of Ridracoli 109
Collapse displacements of masonry arch with geometrical uncertainties on spreading supports 109
Longitudinal waves in a nonlocal rod by fractional Laplacian 108
Identificazione delle caratteristiche dinamiche del cavo: oscillazioni libere e sotto vento. 107
Modeling and Simulation of Non-stationary Thunderstorm Outflows 107
Dynamics of Nonlocal Rod by Means of Fractional Laplacian 107
An æolian geographical informative system for civil engineering 106
Aeroelastic behaviour of bridge decks: a sensivity analysis of the turbulent nonlinear response 104
Damage detection via modal analysis of masonry structures using shaking table tests 103
Feasibility of a Thermography Nondestructive Technique for Determining the Quality of Historical Frescoed Masonries: Applications on the Templar Church of San Bevignate 102
The safety of masonry arches with uncertain geometry 101
Lateral loads carrying capacity and minimum thickness of circular and pointed masonry arches 101
An æolian geographical informative system for structural engineering: some results 100
Characterization of elastic properties of masonry through digital imaging techniques applied to thermographic images 100
Effect of shape uncertainties on the collapse condition of the circular masonry arch 100
Dynamic response of masonry arch with geometrical irregularities subjected to a pulse-type ground motion 99
Non-stationary dynamic structural response to thunderstorm outflows 99
Homogenization in generalized plane state for the masonry strength domain evaluation 98
Analisi sismica di strutture murarie rinforzate con controventi in acciaio 98
An approach to the homogenization of multiple leaf masonry continuum 98
Stima dei residui della soluzione omogeneizzata per la trave geometricamente non lineare con caratteristiche meccaniche aleatorie 97
Analisi comparativa della risposta di una torre di raffreddamento all'azione del vento 97
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 97
Dynamics of cable under wind action: wind tunnel experimental analysis 96
Azione del vento e sicurezza strutturale: estremi e fatica 96
Cella statisticamente equivalente e domini di resistenza di materiali aleatori 94
Stochastic response of a cantilever beam affected by correlated loads 94
Failure surface of quasi-periodic masonry by means of Statistically Equivalent Periodic Unit Cell approach 94
Characterization of wind induced excitations on tall buildings by means of wind tunnel tests 93
Confronto teorico - sperimentale della risposta strutturale all'azione del vento 93
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 93
Wind load and response of broadcasting antennas: three years of research work in cooperation with R.A.I. 92
Rapid evaluation of in-plane seismic capacity of masonry arch bridges through limit analysis 92
Masonry strength domain by homogenization in generalized plane state 91
Seismic assessment of masonry arch bridges and parametric investigation of structural reinforcement 91
On the contribution of Bernardo Vittone in the design of masonry domes 91
In-service dynamic behavior of a drilling derrick on a jacket platform 90
Confined vs. unreinforced masonry: Construction and shaking table tests of two-storey buildings 90
Influence of higher modes on the response of irregular tall buildings 89
First results of the vibration-based structural health monitoring of a masonry dome 89
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 89
Higher mode contributions to the response of tall buildings with regular and irregular profiles 88
Analysis of the dynamic response to seismic and wind actions for isolated buildings design 88
Architectural and Environmental Impact of Retrofitting Techniques to Prevent In-Plane «Domino» Failure Modes of Unreinforced Masonry Buildings 87
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 87
Fluid viscous device modelling by fractional derivatives 87
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 87
An equivalent beam model for the analysis of tall buildings under stochastic actions 87
Effects of the thickness and angle of embrace uncertainties on the limit equilibrium of masonry arches under horizontal loads 87
Effect of hemp bio composite strengthening on masonry barrel vaults damage 87
Some experimental results on the dynamic behaviour of a 40m mast 86
Approccio per sotto strutture nella modellazione di trave equivalente nella dinamica di edifici alti 86
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 86
Influence of higher modes on the dynamic response of irregular and regular tall buildings 85
Carichi indotti dal vento su edifici bassi: analisi sperimentale e confronto normativo 84
Seismic behaviour of eccentrically braced multi-storey frames 84
Analisi sismica di telai multipiano irrigiditi da diagonali eccentriche 84
Dissipative braced frames with steel and concrete active links 84
Structural Investigation of 18th-Century Ogival Masonry Domes: From Carlo Fontana to Bernardo Vittone 84
The SEPUC for the estimation of failure surface of quasi-periodic masonries 84
Built Environment's Sustainability: The Design of the Gypso|TechA of the University of Perugia 84
Estimation of Masonry Texture and Mechanical Characteristics by Means of Thermographic Images 83
Wind tunnel scale model testing of suspended cables and numerical comparison 82
Comparative measurement on the CAARC standard tall building 82
Caratteristiche non gaussiane della pressione del vento 82
Damage Accumulation in Glass Plates 81
Fragility analysis of masonry arch with geometrical uncertainties under sine pulse base motion 81
Effects of spread and local geometrical irregularities on the horizontal carrying capacity of masonry arches. 81
On the accuracy of UAV photogrammetric survey for the evaluation of historic masonry structural damages 81
Parametric Analysis of Failure Loads of Masonry Textures by Means of Discontinuity Layout Optimization (DLO) 81
Messa in opera di un sistema di monitoraggio e analisi delle stato attuale del Ponte delle Torri di Spoleto 80
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 80
The domed skyscraper of Galeazzo Alessi. The geometric and structural ambiguities of dome of the Saint Mary of Angel Basilica 80
Totale 10.310
Categoria #
all - tutte 100.507
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 100.507


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.661 0 0 26 77 77 23 79 685 18 83 179 414
2022/20233.448 308 431 46 244 275 588 17 153 1.205 23 119 39
2023/20241.344 78 151 57 35 23 16 261 21 198 49 244 211
2024/20253.368 45 339 77 182 438 118 130 237 737 234 509 322
2025/20266.886 507 446 347 864 855 568 1.184 399 766 653 203 94
2026/2027631 147 261 223 0 0 0 0 0 0 0 0 0
Totale 21.853