IRIS
ALAGGIO, ROCCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.939
EU - Europa 3.184
AS - Asia 2.778
SA - Sud America 378
Continente sconosciuto - Info sul continente non disponibili 117
AF - Africa 42
OC - Oceania 10
Totale 12.448
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Nazione #
US - Stati Uniti d'America 5.839
SG - Singapore 1.095
IE - Irlanda 683
RU - Federazione Russa 663
CN - Cina 608
IT - Italia 488
DE - Germania 324
BR - Brasile 308
TR - Turchia 286
HK - Hong Kong 283
SE - Svezia 270
VN - Vietnam 257
GB - Regno Unito 190
FR - Francia 165
UA - Ucraina 136
FI - Finlandia 108
IN - India 87
CA - Canada 50
BE - Belgio 33
BD - Bangladesh 28
JP - Giappone 28
MX - Messico 28
ES - Italia 24
PL - Polonia 23
AR - Argentina 22
NL - Olanda 22
IQ - Iraq 17
CZ - Repubblica Ceca 15
CO - Colombia 14
ZA - Sudafrica 14
EC - Ecuador 11
PH - Filippine 10
UZ - Uzbekistan 10
PK - Pakistan 9
ID - Indonesia 8
VE - Venezuela 8
AT - Austria 7
EU - Europa 7
MA - Marocco 7
DK - Danimarca 6
JM - Giamaica 6
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
AU - Australia 5
CH - Svizzera 5
KZ - Kazakistan 5
LT - Lituania 5
NZ - Nuova Zelanda 5
PT - Portogallo 5
CI - Costa d'Avorio 4
MY - Malesia 4
TH - Thailandia 4
BO - Bolivia 3
CL - Cile 3
CR - Costa Rica 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
HN - Honduras 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
SC - Seychelles 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BB - Barbados 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
HU - Ungheria 1
KR - Corea 1
LY - Libia 1
NG - Nigeria 1
RE - Reunion 1
RO - Romania 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
Totale 12.336
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Città #
Dallas 795
Dublin 674
Chandler 636
San Jose 621
Singapore 620
Jacksonville 581
Ashburn 385
Santa Clara 283
Hong Kong 273
Boardman 229
New York 159
The Dalles 139
Council Bluffs 132
Ann Arbor 131
Izmir 129
San Mateo 104
Moscow 98
Nanjing 92
Lawrence 89
Princeton 89
Wilmington 86
Beijing 82
Ho Chi Minh City 82
Hanoi 70
Los Angeles 69
Lauterbourg 66
L'aquila 56
Woodbridge 55
Milan 49
Munich 40
Nanchang 35
Rome 33
Brussels 32
Columbus 30
Helsinki 30
São Paulo 30
Hefei 29
Tokyo 28
Grafing 26
Frankfurt am Main 25
Shenyang 24
Brooklyn 23
Bremen 22
Kitzingen 22
Mountain View 22
Orem 21
Assago 20
Shanghai 20
Des Moines 19
Seattle 19
Warsaw 19
San Francisco 18
Verona 18
Jiaxing 17
Montreal 17
Kunming 16
L’Aquila 16
Phoenix 16
Tianjin 16
Atlanta 15
Da Nang 15
Guangzhou 15
Amsterdam 14
Aquila 14
Falkenstein 14
Kochi 14
Norwalk 14
Chennai 13
Lappeenranta 13
London 13
Stockholm 13
Changsha 12
Denver 12
Düsseldorf 12
Hebei 12
Houston 12
Turku 12
Falls Church 11
Moscufo 11
Pescara 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
Ottawa 8
Tashkent 8
Toronto 8
Baghdad 7
Chicago 7
Dearborn 7
Fremont 7
Jinan 7
Lanzhou 7
Totale 8.016
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Nome #
Automatic indoor monitoring system for structural health 235
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part One: Soil and Foundations 182
SISTEMA INTEGRATO E METODO PER IL MONITORAGGIO STRUTTURALE DI SISTEMI LIGNEI A PANNELLI PORTANTI CON RILEVAMENTO DELLE CONDIZIONI DI UMIDITÁ DELLA STRUTTURA 174
Metodo ed apparato per la misura accurata dell'umidità delle strutture e di altri parametri ambientali 173
Transition curve effect on lateral vibration of superconducting experimental maglev bogie: A nonlinear dynamic approach 172
Experimental characterization of the overturning of three-dimensional square based rigid block 171
Frequency-veering and mode hybridization in arch bridges 170
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 160
Il monitoraggio della basilica di Collemaggio a L’Aquila. 155
Two-years static and dynamic monitoring of the Santa Maria di Collemaggio basilica 155
Non-linear dynamics of curved beams. Part 2, numerical analysis and experiments 153
Nonlinear coupling and instability in the forced dynamics of a non-shallow arch: Theory and experiments 149
Nonlinearity and chaos in the dynamics of hanging cables 145
A Methodology for fhe Reliable 3D DISS Model of Colosseum. Part Two: Elevation and Tests 144
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 144
Forced 3D nonlinear dynamics of a hanging cable under multiple resonance conditions 137
Structural health monitoring: An iot sensor system for structural damage indicator evaluation 134
Nonlinear forced dynamics of planar arches 134
Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry 131
Analytical Prediction and Experimental Validation for Longitudinal Control of Cable Oscillations 130
Exploiting results of experimental nonlinear dynamics for reduced-order modeling of a suspended cable 130
Automatic Monitoring System of Environmental Building Parameters and Structural Elements for Human. Wellness 130
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 130
Sensitivity Analysis of Modal Parameters of an RC Joint Subject to Progressive Damage under Cyclic Loads 128
Experimental investigation of the nonlinear response of a Hanging cable. Part I: Local Analysis 128
Ad-Hoc Algorithm for Direct Data Processing on Board Each Single Node in the Structural Health Monitoring 127
Characterizing bifurcations and classes of motion in the transition to chaos through 3D-tori of a continuous experimental system in solid mechanics 127
Experimental analysis of the finite dynamics of a suspended cable 126
Dynamic Identification of HTS Maglev Module for Suspended Vehicle by Using a Single-Degree-of-Freedom Generalized Bouc–Wen Hysteresis Model 126
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 124
The Valle Castellana Twin Arch Bridge: Dynamical Tests, Identification, Seismic Performances 123
Tree-Years Dynamic Monitoring of the Santa Maria di Collemaggio Basilica: Progressive Decrement of the First Natural Frequencies 122
Le tecnologie del recupero strutturale 122
Dynamic Testing and structural identification of a curved multi-span viaduct 121
Repeated modal testing on the bridges of a local public territorial authority for structural identification and condition assessment 121
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 120
Dispositivo modulare con estensimetro per il monitoraggio strutturale di lungo periodo 118
Identification and Model Update of the Dynamic Properties of the San Silvestro Belfry in L'Aquila and Estimation of Bell's Dynamic Actions 118
Bayesian estimate of the elastic modulus of concrete box girders from dynamic identification: a statistical framework for the A24 motorway in Italy 118
Sensors and Interfaces for Structural Health Monitoring 117
Experimental unfolding of the nonlinear dynamics of a cable-mass suspended system around a divergence-Hopf Bifurcation 117
The St. Silvestro belfry in l'aquila: From the rehabilitation works to the actual performance in terms of dynamic properties and fragility functions estimation 116
Experimetal and Numerical Studies of Inclined Cables: free and parametrically-forced vibrations 115
Non-linear dynamics of curved beams. Part 1: Formulation 115
Dispersion curves of transverse waves propagating in multi-layered soils from experimental tests in a 100 m deep borehole 115
Experimental Tests in the Formulation of Reduced Order Analytical Models in the Planar Dynamics of Circular Arches 113
Experimental and theoretical investigation of nonlinear dynamics in an elastic system with initial curvature 113
Dynamical testing and fe model tuning of a two-arch cable-stayed bridge 112
Assessment of the Structural Conditions of the San Clemente a Vomano Abbey 111
Flexural-Torsional Post Critical Behavior of a Cantilever Beam Dynamically Excited: Theoretical Model and Experimental Tests 111
Non-linear oscillations of a four-degree-of-freedom model of a suspended cable under multiple internal resonance conditions 110
Flexural-torsional dynamics of a thin walled-beam: numerical aspects 110
The use of experimental tests in the formulation of analytical models for the finite forced dynamics of planar arches 109
Effect of pinching on structural resilience: performance of reinforced concrete and timber structures under repeated cycles 108
Spatio-temporal dimensionality in the overall complex dynamics of an experimental cable/mass system 107
Modal Identification of Superconducting Magnetic Levitating Bogie 107
TEST DINAMICI RIPETUTI SUI PONTI GESTITI DA UN ENTE PUBBLICO TERRITORIALE: IDENTIFICAZIONE MODALE E MONITORAGGIO DELLE CONDIZIONI STRUTTURALI 107
The S. Maria di Collemaggio Basilica: From Vulnerability Assessment to First Results of SHM 107
Indirect assessment of concrete resistance from FE model updating and Young's modulus estimation of a multi-span PSC viaduct: Experimental tests and validation 107
Dynamic Testing for structural assessment of existing bridges: two case studies 105
Post-critical finite, planar dynamics of a circular arch: Experimental and theoretical characterization of transitions to nonregular motions 104
Sensitivity to initial imperfections in free dynamics of spatial beams 103
Analysis of the forced dynamics of a masonry facade by means of input-output techniques and a linear regression model 103
Free and forced dynamics of a three-dimensional curved elastic beam 102
Unfolding complex dynamics of sagged cables around a divergence- Hopf bifurcation: experimental results and phenomenological model 102
Post critical analysis of double reverse pendulum 102
Sensitivity analysis of subspace-based damage indicators under changes in ambient excitation covariance, severity and location of damage 101
The Recorded Seismic Response of the Santa Maria Di Collemaggio Basilica to Low-intensity Earthquakes 101
Physics-based models, surrogate models and experimental assessment of the vehicle–bridge interaction in braking conditions 100
Correlating the dynamic behavior of a cable-stayed bridge from ambient vibration testing and f.e. models 100
Modal testing of a retrofitted concrete arch bridge for structural identification and condition assessment 99
REMOTE SENSING SYSTEM FOR CONDITION MONITORING OF MODERN WOODEN STRUCTURES 99
Flexural-torsional dynamics of a thin walled-beam: theory and experiments 98
Risk assessment and health surveillance in a group of workers exposed to Hand Arm Vibrations (HAV) 98
Modal and Structural Identification of a Skew, Cable Stayed, Arch Bridge 97
Frequency-avoiding in arch bridges: a possible structural health monitoring approach 97
Identification and condition assessment of the “Villa Passo” reinforced concrete arch bridge 97
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes 96
Bending Stiffness Identification of Simply Supported Girders using an Instrumented Vehicle: Full Scale Tests, Sensitivity Analysis, and Discussion 96
Extension of Generalized Bouc-Wen Hysteresis Modeling of Wood Joints and Structural Systems 95
Electronic System for Structural and Environmental Building Monitoring 94
Fragility estimate of railway bridges due to concrete fatigue 93
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads 92
Sensitivity to initial imperfections for flexural-torsional coupling of elastic beams 92
Prove Dinamiche ed Ispezioni Visive in un Programma di Manutenzione di Ponti: il Caso della Provincia di TERAMO 91
Sensitivity-based operational mode shape normalization: application to a bridge 90
Analytical and experimental characterization of the overturning of 3D rigid blocks representing monolithic objects of art 90
EVOLUTION OF THE MODAL PARAMETERS DUE PROGRESSIVE DEGRADATION OF AN RC BEAM-COLUMN JOINT 88
I PONTI AD ARCHI GEMELLI IN PROVINCIA DI TERAMO: PROVE DINAMICHE E IDENTIFICAZIONE 88
Train-Track-Bridge Interaction Analytical Model with Non-proportional Damping: Sensitivity Analysis and Experimental Validation 87
Experimental validation of longitudinal active control strategy for cable oscillations 87
Dynamic identification of a masonry façade from seismic response data based on an elementary Ordinary Least Squares approach 87
Investigation into the benefits of coupling a frame structure with a rocking rigid block 86
Equivalent Viscous Damping of Cross-Laminated Timber Structural Archetypes 86
GBT analysis of a bridge deck for Structural Health Monitoring purpose 83
The tanks of the water supply net in Provincia di Udine-Italy: dynamical tests, modal identification and numerical models 82
Dynamic identification and model updating of full-scale concrete box girders based on the experimental torsional response 82
Structural identification of monuments in Rome using ambient vibration measurements 81
Investigation into benefits of coupling a frame structure with a rocking rigid block 80
Assessment of Seismic Retrofitting Interventions of a Masonry Palace Using Operational Modal Analysis 80
Totale 11.568
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Categoria #
all - tutte 51.080
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 51.080
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022532 0 0 110 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
2025/20264.666 176 481 584 480 394 329 759 121 395 661 236 50
2026/2027330 105 183 42 0 0 0 0 0 0 0 0 0
Totale 12.448