IRIS - Res&Arch Institutional Research Information System - Research & Archive

GUSELLA, Vittorio
 Distribuzione geografica
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Continente #
NA - Nord America 5.949
EU - Europa 4.962
AS - Asia 2.319
SA - Sud America 418
AF - Africa 23
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 4
Totale 13.681
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Nazione #
US - Stati Uniti d'America 5.900
UA - Ucraina 1.073
SG - Singapore 995
IE - Irlanda 916
IT - Italia 845
HK - Hong Kong 634
RU - Federazione Russa 576
SE - Svezia 458
BR - Brasile 380
DE - Germania 355
FI - Finlandia 315
VN - Vietnam 278
CN - Cina 192
GB - Regno Unito 105
FR - Francia 87
IN - India 43
AT - Austria 42
CH - Svizzera 36
KR - Corea 35
BE - Belgio 34
CA - Canada 24
TR - Turchia 24
UZ - Uzbekistan 23
NL - Olanda 22
PL - Polonia 21
CZ - Repubblica Ceca 17
LB - Libano 17
ID - Indonesia 16
MX - Messico 16
GR - Grecia 13
ES - Italia 12
BD - Bangladesh 11
RO - Romania 11
IQ - Iraq 10
AR - Argentina 9
PK - Pakistan 8
PT - Portogallo 8
VE - Venezuela 7
AU - Australia 6
IR - Iran 6
JP - Giappone 6
PE - Perù 6
ZA - Sudafrica 6
EC - Ecuador 5
CO - Colombia 4
JO - Giordania 4
PY - Paraguay 4
SA - Arabia Saudita 4
EG - Egitto 3
EU - Europa 3
HR - Croazia 3
MA - Marocco 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
TN - Tunisia 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
BS - Bahamas 2
CI - Costa d'Avorio 2
CL - Cile 2
IL - Israele 2
IS - Islanda 2
KE - Kenya 2
MY - Malesia 2
NI - Nicaragua 2
RS - Serbia 2
TT - Trinidad e Tobago 2
AO - Angola 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BW - Botswana 1
CR - Costa Rica 1
DZ - Algeria 1
ET - Etiopia 1
GE - Georgia 1
HN - Honduras 1
HU - Ungheria 1
JM - Giamaica 1
LK - Sri Lanka 1
MD - Moldavia 1
NO - Norvegia 1
NP - Nepal 1
OM - Oman 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 13.681
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Città #
Chandler 1.023
Dublin 916
Singapore 658
Hong Kong 629
San Mateo 585
Jacksonville 412
Boardman 325
Santa Clara 290
Des Moines 286
Dong Ket 271
Medford 260
Princeton 257
Perugia 223
Wilmington 206
Andover 171
Moscow 165
Ann Arbor 151
Altamura 149
Lawrence 105
Redmond 94
Ashburn 91
The Dalles 79
Helsinki 77
Saint Petersburg 62
Los Angeles 53
Norwalk 51
Palermo 46
Beijing 37
Munich 35
São Paulo 34
Florence 31
Turku 30
Brussels 29
Woodbridge 29
Falls Church 28
Rome 28
Seoul 26
San Paolo di Civitate 20
Columbus 18
Falkenstein 18
Redwood City 18
Rio de Janeiro 17
Belo Horizonte 16
Shanghai 15
Brooklyn 14
Jakarta 14
New York 13
Milan 12
San Diego 12
Izmir 11
London 11
Mazzano Romano 11
Dallas 10
Frankfurt Am Main 10
Timisoara 10
Vienna 10
Chicago 9
Nuremberg 9
Brasília 8
Charlotte 8
Den Haag 8
Latina 8
Mexico City 8
Naples 8
Porto Alegre 8
Simi Valley 8
Lausanne 7
Padova 7
Rimini 7
San Francisco 7
Tashkent 7
Amsterdam 6
Ancona 6
Auburn Hills 6
Chennai 6
Curitiba 6
Phoenix 6
Terni 6
Torano Nuovo 6
Toronto 6
Warsaw 6
Baghdad 5
Bologna 5
Chengdu 5
Hangzhou 5
Nova Milanese 5
Olomouc 5
Ottawa 5
Pittsburgh 5
Turin 5
Amman 4
Brno 4
Contagem 4
Dearborn 4
Dhaka 4
Foligno 4
Frankfurt am Main 4
Ithaca 4
Kraków 4
Montreal 4
Totale 8.464
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Nome #
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 164
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 159
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 136
An interface micro-mechanical approach for the masonry mechanisms analysis 122
Upper Bound Limit Analysis of Quasi-Periodic Masonry by Means of Discontinuity Layout Optimization (DLO) 114
Analysis of non-Gaussian stochastic field of wind pressure 106
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 105
Modelli numerici per l’omogeneizzazione di murature a sacco 95
Active control of a wind excited mast 91
Mathematical models for nonlocal elastic composite materials 89
Effects of the Fractional Laplacian Order on the Nonlocal Elastic Rod Response 88
An approach based on substructures for the estimation of the response of tall buildings under wind loads using an equivalent beam 88
Comparison between Eringen’s differential nonlocal model and Laplace’s fractional operator approach 87
Collapse displacements of masonry arch with geometrical uncertainties on spreading supports 86
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 85
Tipologia eccentrica di controvento in acciaio 84
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 84
Identificazione delle caratteristiche dinamiche del cavo: oscillazioni libere e sotto vento. 83
Azione del vento su edifici alti: analisi dei momenti statistici di ordine superiore mediante misure HFFB e SMPSS 83
Indagine sperimentale su elementi corti di trave in telai irrigiditi da diagonali eccentriche 80
Active displacement control of a wind-exposed mast 79
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 77
Stima dei residui della soluzione omogeneizzata per la trave geometricamente non lineare con caratteristiche meccaniche aleatorie 76
Wind load and response of broadcasting antennas: three years of research work in cooperation with R.A.I. 75
In-service dynamic behavior of a drilling derrick on a jacket platform 75
Dynamic response of masonry arch with geometrical irregularities subjected to a pulse-type ground motion 74
An æolian geographical informative system for civil engineering 74
Longitudinal waves in a nonlocal rod by fractional Laplacian 74
Modeling and Simulation of Non-stationary Thunderstorm Outflows 73
Stochastic response of a cantilever beam affected by correlated loads 72
Azione del vento e sicurezza strutturale: estremi e fatica 72
Dynamic Identification and Damage Detection on Masonry Buildings Using Shaking Table Tests 72
Homogenization in generalized plane state for the masonry strength domain evaluation 70
Some experimental results on the dynamic behaviour of a 40m mast 70
On the contribution of Bernardo Vittone in the design of masonry domes 70
A parametric investigation of wind-induced cable fatigue 69
Confronto teorico - sperimentale della risposta strutturale all'azione del vento 69
Comparative measurement on the CAARC standard tall building 68
Aeroelastic behaviour of bridge decks: a sensivity analysis of the turbulent nonlinear response 68
Analysis of the dynamic response to seismic and wind actions for isolated buildings design 67
Failure surface of quasi-periodic masonry by means of Statistically Equivalent Periodic Unit Cell approach 67
Vulnerability and seismic improvement of architectural heritage: the case of Palazzo Murena 67
Dynamics of Nonlocal Rod by Means of Fractional Laplacian 67
Effect of shape uncertainties on the collapse condition of the circular masonry arch 67
Dynamics of cable under wind action: wind tunnel experimental analysis 66
Characterization of wind induced excitations on tall buildings by means of wind tunnel tests 66
Fluid viscous device modelling by fractional derivatives 65
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 65
Analisi sismica di strutture murarie rinforzate con controventi in acciaio 65
A numerical model for masonry walls with multiple leaf internal structure 65
An approach to the homogenization of multiple leaf masonry continuum 65
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 65
Lateral loads carrying capacity and minimum thickness of circular and pointed masonry arches 65
An æolian geographical informative system for structural engineering: some results 64
Dissipative braced frames with steel and concrete active links 64
Analisi comparativa della risposta di una torre di raffreddamento all'azione del vento 64
The safety of masonry arches with uncertain geometry 64
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 64
Seismic behaviour of eccentrically braced multi-storey frames 63
Rapid evaluation of in-plane seismic capacity of masonry arch bridges through limit analysis 63
Calibration of finite element models of concrete arch-gravity dams using dynamical measures: The case of Ridracoli 63
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 63
Feasibility of a Thermography Nondestructive Technique for Determining the Quality of Historical Frescoed Masonries: Applications on the Templar Church of San Bevignate 63
Effects of the thickness and angle of embrace uncertainties on the limit equilibrium of masonry arches under horizontal loads 62
Damage detection via modal analysis of masonry structures using shaking table tests 62
Dinamica del cavo sotto l'azione del vento: analisi sperimentale in galleria del vento. 61
Non-Gaussian response of wind-exposed MDOF structures 61
Analisi sismica di telai multipiano irrigiditi da diagonali eccentriche 61
Characterization of elastic properties of masonry through digital imaging techniques applied to thermographic images 61
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 61
Messa in opera di un sistema di monitoraggio e analisi delle stato attuale del Ponte delle Torri di Spoleto 60
Masonry strength domain by homogenization in generalized plane state 60
Higher mode contributions to the response of tall buildings with regular and irregular profiles 60
Reliability of Low-Rise Buildings: Experimental Wind Load Modeling vs. Building Codes 60
Structural monitoring of monumental buildings: The Basilica of Santa Maria Degli Angeli in Assisi (ITALY) 60
Influence of higher modes on the response of irregular tall buildings 59
Confronto della risposta di due tipologie di antenne strallate per telecomunicazioni 59
The domed skyscraper of Galeazzo Alessi. The geometric and structural ambiguities of dome of the Saint Mary of Angel Basilica 59
Monitoring system on historic buildings: the Brunelleschi Dome 59
Microzonazione territoriale per l'Ingegneria del Vento 59
Analisi comparativa della risposta di grandi antenne radiotelevisive all'azione del vento 59
An equivalent beam model for the analysis of tall buildings under stochastic actions 59
Computational evaluation of random masonry yield surface 58
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 58
Carichi indotti dal vento su edifici bassi: analisi sperimentale e confronto normativo 57
Simulation of wind loading and response of geometrically non linear structures with particular reference to large antennas 57
Risposta lineare non gaussiana all’azione del vento 57
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 56
Cella statisticamente equivalente e domini di resistenza di materiali aleatori 56
Wind pressure field simulation and comparison with experimental results 56
Caratteristiche non gaussiane della pressione del vento 56
Analisi teorico sperimentale degli effetti del vento su antenne per radiotelecomunicazione 56
Non-linear structural identification by the Hilbert Transform 56
A comparative analysis of cooling tower response to wind 56
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 55
Influence of higher modes on the dynamic response of irregular and regular tall buildings 55
Numerical analysis of structural systems subjected to a non-Gaussian random field 55
Wind induced vibrations of a 40m experimental guyed mast 55
Applications and results of AEGIS (AEolian Geographical Informative System) 55
First results of the vibration-based structural health monitoring of a masonry dome 55
Totale 7.114
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Categoria #
all - tutte 63.867
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 63.867
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202058 0 0 0 0 0 0 0 0 0 0 0 58
2020/20212.152 27 170 72 188 652 111 113 91 233 59 138 298
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
2024/20253.299 46 340 77 182 439 120 130 237 740 236 512 240
Totale 14.302