IRIS
ALAGGIO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.439
EU - Europa 3.122
AS - Asia 2.702
SA - Sud America 358
AF - Africa 40
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 9
Totale 11.680
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Nazione #
US - Stati Uniti d'America 5.363
SG - Singapore 1.058
IE - Irlanda 683
RU - Federazione Russa 663
CN - Cina 585
IT - Italia 436
DE - Germania 324
BR - Brasile 297
TR - Turchia 286
HK - Hong Kong 279
SE - Svezia 270
VN - Vietnam 252
GB - Regno Unito 190
FR - Francia 165
UA - Ucraina 136
FI - Finlandia 108
IN - India 87
CA - Canada 38
BE - Belgio 32
JP - Giappone 27
BD - Bangladesh 26
MX - Messico 25
PL - Polonia 23
ES - Italia 21
NL - Olanda 20
AR - Argentina 19
IQ - Iraq 17
CZ - Repubblica Ceca 14
ZA - Sudafrica 14
EC - Ecuador 11
UZ - Uzbekistan 10
CO - Colombia 9
PH - Filippine 9
PK - Pakistan 9
VE - Venezuela 8
EU - Europa 7
ID - Indonesia 7
MA - Marocco 7
AT - Austria 6
DK - Danimarca 6
AE - Emirati Arabi Uniti 5
AU - Australia 5
CH - Svizzera 5
KZ - Kazakistan 5
LT - Lituania 5
NZ - Nuova Zelanda 5
PY - Paraguay 5
CI - Costa d'Avorio 4
JM - Giamaica 4
MY - Malesia 4
PT - Portogallo 4
BO - Bolivia 3
CL - Cile 3
EG - Egitto 3
IL - Israele 3
JO - Giordania 3
KE - Kenya 3
PA - Panama 3
SA - Arabia Saudita 3
AZ - Azerbaigian 2
CY - Cipro 2
GD - Grenada 2
HR - Croazia 2
IR - Iran 2
KG - Kirghizistan 2
KH - Cambogia 2
LB - Libano 2
LK - Sri Lanka 2
LV - Lettonia 2
NO - Norvegia 2
NP - Nepal 2
OM - Oman 2
PE - Perù 2
RS - Serbia 2
TH - Thailandia 2
TN - Tunisia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BG - Bulgaria 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CG - Congo 1
CM - Camerun 1
DM - Dominica 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
HN - Honduras 1
HU - Ungheria 1
KR - Corea 1
LY - Libia 1
RE - Reunion 1
RO - Romania 1
SC - Seychelles 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
UY - Uruguay 1
XK - ???statistics.table.value.countryCode.XK??? 1
YE - Yemen 1
Totale 11.680
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Città #
Dallas 784
Dublin 674
Chandler 636
Singapore 616
Jacksonville 581
San Jose 538
Ashburn 317
Hong Kong 271
Santa Clara 260
Boardman 229
The Dalles 139
New York 135
Ann Arbor 131
Izmir 129
San Mateo 104
Moscow 98
Nanjing 92
Lawrence 89
Princeton 89
Wilmington 86
Ho Chi Minh City 79
Beijing 75
Hanoi 69
Lauterbourg 66
L'aquila 56
Woodbridge 55
Los Angeles 54
Milan 41
Munich 40
Nanchang 35
Brussels 32
Columbus 30
Helsinki 30
Hefei 29
Rome 29
Tokyo 27
Grafing 26
São Paulo 26
Frankfurt am Main 25
Council Bluffs 24
Shenyang 24
Bremen 22
Kitzingen 22
Mountain View 22
Brooklyn 21
Assago 20
Des Moines 19
Seattle 19
Shanghai 19
Warsaw 19
Orem 18
Verona 18
Jiaxing 17
Kunming 16
San Francisco 16
Da Nang 15
Guangzhou 15
L’Aquila 15
Tianjin 15
Amsterdam 14
Aquila 14
Falkenstein 14
Kochi 14
Montreal 14
Norwalk 14
Chennai 13
Lappeenranta 13
London 13
Stockholm 13
Atlanta 12
Changsha 12
Düsseldorf 12
Hebei 12
Turku 12
Denver 11
Falls Church 11
Houston 11
Moscufo 11
Pescara 11
Phoenix 11
Poplar 11
Berlin 10
Teramo 10
Boston 9
Haiphong 9
Hải Dương 9
Manchester 9
Potenza 9
Zhengzhou 9
Auburn Hills 8
Johannesburg 8
Tashkent 8
Baghdad 7
Dearborn 7
Fremont 7
Jinan 7
Lanzhou 7
Ottawa 7
Scordia 7
Ankara 6
Totale 7.624
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Nome #
Automatic indoor monitoring system for structural health 233
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 177
Frequency-veering and mode hybridization in arch bridges 167
Experimental characterization of the overturning of three-dimensional square based rigid block 167
SISTEMA INTEGRATO E METODO PER IL MONITORAGGIO STRUTTURALE DI SISTEMI LIGNEI A PANNELLI PORTANTI CON RILEVAMENTO DELLE CONDIZIONI DI UMIDITÁ DELLA STRUTTURA 167
Metodo ed apparato per la misura accurata dell'umidità delle strutture e di altri parametri ambientali 166
Transition curve effect on lateral vibration of superconducting experimental maglev bogie: A nonlinear dynamic approach 165
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 155
Two-years static and dynamic monitoring of the Santa Maria di Collemaggio basilica 151
Il monitoraggio della basilica di Collemaggio a L’Aquila. 147
Nonlinear coupling and instability in the forced dynamics of a non-shallow arch: Theory and experiments 146
Non-linear dynamics of curved beams. Part 2, numerical analysis and experiments 145
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 140
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 140
Nonlinearity and chaos in the dynamics of hanging cables 137
Nonlinear forced dynamics of planar arches 132
Forced 3D nonlinear dynamics of a hanging cable under multiple resonance conditions 129
Hypothesis on the Decrement of the First Natural Frequencies of the Santa Maria Di Collemaggio Basilica from Three Years Monitoring: The Role of the CLT Roof 129
Structural health monitoring: An iot sensor system for structural damage indicator evaluation 127
Exploiting results of experimental nonlinear dynamics for reduced-order modeling of a suspended cable 125
Experimental investigation of the nonlinear response of a Hanging cable. Part I: Local Analysis 124
Ad-Hoc Algorithm for Direct Data Processing on Board Each Single Node in the Structural Health Monitoring 121
Analytical Prediction and Experimental Validation for Longitudinal Control of Cable Oscillations 121
Experimental analysis of the finite dynamics of a suspended cable 121
Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry 121
The Valle Castellana Twin Arch Bridge: Dynamical Tests, Identification, Seismic Performances 120
Automatic Monitoring System of Environmental Building Parameters and Structural Elements for Human. Wellness 120
Characterizing bifurcations and classes of motion in the transition to chaos through 3D-tori of a continuous experimental system in solid mechanics 119
Le tecnologie del recupero strutturale 118
Dynamic Testing and structural identification of a curved multi-span viaduct 118
Repeated modal testing on the bridges of a local public territorial authority for structural identification and condition assessment 118
Dynamic Identification of HTS Maglev Module for Suspended Vehicle by Using a Single-Degree-of-Freedom Generalized Bouc–Wen Hysteresis Model 117
Assessment of structural interventions using Bayesian updating and subspace-based fault detection methods: the case study of S. Maria di Collemaggio basilica, L’Aquila, Italy 117
Tree-Years Dynamic Monitoring of the Santa Maria di Collemaggio Basilica: Progressive Decrement of the First Natural Frequencies 116
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 115
Bayesian estimate of the elastic modulus of concrete box girders from dynamic identification: a statistical framework for the A24 motorway in Italy 114
Sensors and Interfaces for Structural Health Monitoring 113
Sensitivity Analysis of Modal Parameters of an RC Joint Subject to Progressive Damage under Cyclic Loads 112
Experimental unfolding of the nonlinear dynamics of a cable-mass suspended system around a divergence-Hopf Bifurcation 112
Experimetal and Numerical Studies of Inclined Cables: free and parametrically-forced vibrations 111
Identification and Model Update of the Dynamic Properties of the San Silvestro Belfry in L'Aquila and Estimation of Bell's Dynamic Actions 111
The St. Silvestro belfry in l'aquila: From the rehabilitation works to the actual performance in terms of dynamic properties and fragility functions estimation 111
Dynamical testing and fe model tuning of a two-arch cable-stayed bridge 108
The use of experimental tests in the formulation of analytical models for the finite forced dynamics of planar arches 107
Experimental Tests in the Formulation of Reduced Order Analytical Models in the Planar Dynamics of Circular Arches 106
Dispersion curves of transverse waves propagating in multi-layered soils from experimental tests in a 100 m deep borehole 106
Effect of pinching on structural resilience: performance of reinforced concrete and timber structures under repeated cycles 106
Dispositivo modulare con estensimetro per il monitoraggio strutturale di lungo periodo 105
Non-linear oscillations of a four-degree-of-freedom model of a suspended cable under multiple internal resonance conditions 105
Non-linear dynamics of curved beams. Part 1: Formulation 105
Experimental and theoretical investigation of nonlinear dynamics in an elastic system with initial curvature 105
Flexural-Torsional Post Critical Behavior of a Cantilever Beam Dynamically Excited: Theoretical Model and Experimental Tests 105
Flexural-torsional dynamics of a thin walled-beam: numerical aspects 105
Assessment of the Structural Conditions of the San Clemente a Vomano Abbey 104
Spatio-temporal dimensionality in the overall complex dynamics of an experimental cable/mass system 103
The S. Maria di Collemaggio Basilica: From Vulnerability Assessment to First Results of SHM 103
Post-critical finite, planar dynamics of a circular arch: Experimental and theoretical characterization of transitions to nonregular motions 101
Dynamic Testing for structural assessment of existing bridges: two case studies 101
TEST DINAMICI RIPETUTI SUI PONTI GESTITI DA UN ENTE PUBBLICO TERRITORIALE: IDENTIFICAZIONE MODALE E MONITORAGGIO DELLE CONDIZIONI STRUTTURALI 101
Post critical analysis of double reverse pendulum 100
The Recorded Seismic Response of the Santa Maria Di Collemaggio Basilica to Low-intensity Earthquakes 100
Modal Identification of Superconducting Magnetic Levitating Bogie 99
Sensitivity to initial imperfections in free dynamics of spatial beams 97
REMOTE SENSING SYSTEM FOR CONDITION MONITORING OF MODERN WOODEN STRUCTURES 97
Indirect assessment of concrete resistance from FE model updating and Young's modulus estimation of a multi-span PSC viaduct: Experimental tests and validation 97
Modal testing of a retrofitted concrete arch bridge for structural identification and condition assessment 96
Modal and Structural Identification of a Skew, Cable Stayed, Arch Bridge 95
Flexural-torsional dynamics of a thin walled-beam: theory and experiments 95
Sensitivity analysis of subspace-based damage indicators under changes in ambient excitation covariance, severity and location of damage 95
Analysis of the forced dynamics of a masonry facade by means of input-output techniques and a linear regression model 94
Correlating the dynamic behavior of a cable-stayed bridge from ambient vibration testing and f.e. models 93
Bending Stiffness Identification of Simply Supported Girders using an Instrumented Vehicle: Full Scale Tests, Sensitivity Analysis, and Discussion 93
Physics-based models, surrogate models and experimental assessment of the vehicle–bridge interaction in braking conditions 92
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes 92
Identification and condition assessment of the “Villa Passo” reinforced concrete arch bridge 92
Free and forced dynamics of a three-dimensional curved elastic beam 91
Risk assessment and health surveillance in a group of workers exposed to Hand Arm Vibrations (HAV) 91
Electronic System for Structural and Environmental Building Monitoring 91
Unfolding complex dynamics of sagged cables around a divergence- Hopf bifurcation: experimental results and phenomenological model 90
Fragility estimate of railway bridges due to concrete fatigue 89
Frequency-avoiding in arch bridges: a possible structural health monitoring approach 88
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads 87
Prove Dinamiche ed Ispezioni Visive in un Programma di Manutenzione di Ponti: il Caso della Provincia di TERAMO 87
I PONTI AD ARCHI GEMELLI IN PROVINCIA DI TERAMO: PROVE DINAMICHE E IDENTIFICAZIONE 87
Sensitivity-based operational mode shape normalization: application to a bridge 86
Analytical and experimental characterization of the overturning of 3D rigid blocks representing monolithic objects of art 86
EVOLUTION OF THE MODAL PARAMETERS DUE PROGRESSIVE DEGRADATION OF AN RC BEAM-COLUMN JOINT 85
Train-Track-Bridge Interaction Analytical Model with Non-proportional Damping: Sensitivity Analysis and Experimental Validation 85
Extension of Generalized Bouc-Wen Hysteresis Modeling of Wood Joints and Structural Systems 85
Sensitivity to initial imperfections for flexural-torsional coupling of elastic beams 84
Equivalent Viscous Damping of Cross-Laminated Timber Structural Archetypes 84
Dynamic identification of a masonry façade from seismic response data based on an elementary Ordinary Least Squares approach 82
Investigation into the benefits of coupling a frame structure with a rocking rigid block 81
Experimental validation of longitudinal active control strategy for cable oscillations 81
Dynamic identification and model updating of full-scale concrete box girders based on the experimental torsional response 79
Structural identification of monuments in Rome using ambient vibration measurements 78
Investigation into benefits of coupling a frame structure with a rocking rigid block 77
The tanks of the water supply net in Provincia di Udine-Italy: dynamical tests, modal identification and numerical models 77
GBT analysis of a bridge deck for Structural Health Monitoring purpose 76
Assessment of Seismic Retrofitting Interventions of a Masonry Palace Using Operational Modal Analysis 76
Totale 11.021
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Categoria #
all - tutte 45.114
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 45.114
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021215 0 0 0 0 0 0 0 0 0 32 156 27
2021/2022602 28 42 110 27 38 34 23 31 40 30 39 160
2022/20231.853 133 110 44 182 152 174 11 119 854 11 36 27
2023/2024493 81 22 24 55 29 119 5 25 3 19 38 73
2024/20252.045 50 59 229 69 239 194 289 182 373 72 177 112
2025/20264.332 176 481 584 480 394 329 759 121 395 613 0 0
Totale 11.784