IRIS
SANTORO, Roberta
 Distribuzione geografica
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Continente #
EU - Europa 2.547
NA - Nord America 2.410
AS - Asia 1.618
SA - Sud America 564
AF - Africa 54
OC - Oceania 1
Totale 7.194
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Nazione #
US - Stati Uniti d'America 2.354
RU - Federazione Russa 1.536
SG - Singapore 803
BR - Brasile 471
CN - Cina 305
IE - Irlanda 292
HK - Hong Kong 218
SE - Svezia 188
IT - Italia 181
VN - Vietnam 87
FR - Francia 70
DE - Germania 64
FI - Finlandia 52
GB - Regno Unito 50
IN - India 43
UA - Ucraina 41
AR - Argentina 31
CA - Canada 24
BD - Bangladesh 22
BE - Belgio 20
MX - Messico 17
ZA - Sudafrica 16
CO - Colombia 15
PK - Pakistan 15
IQ - Iraq 14
VE - Venezuela 14
ID - Indonesia 13
TR - Turchia 13
EC - Ecuador 11
JP - Giappone 11
NL - Olanda 11
MA - Marocco 10
PL - Polonia 10
JO - Giordania 9
AT - Austria 8
ES - Italia 8
TN - Tunisia 8
UZ - Uzbekistan 8
AE - Emirati Arabi Uniti 7
KE - Kenya 7
AZ - Azerbaigian 6
PH - Filippine 6
PY - Paraguay 6
PE - Perù 5
CL - Cile 4
LB - Libano 4
MY - Malesia 4
NP - Nepal 4
SA - Arabia Saudita 4
UY - Uruguay 4
EG - Egitto 3
HN - Honduras 3
KZ - Kazakistan 3
LA - Repubblica Popolare Democratica del Laos 3
OM - Oman 3
PT - Portogallo 3
SN - Senegal 3
BA - Bosnia-Erzegovina 2
BO - Bolivia 2
BY - Bielorussia 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
GE - Georgia 2
GT - Guatemala 2
IL - Israele 2
LT - Lituania 2
PA - Panama 2
AL - Albania 1
AM - Armenia 1
AN - Antille olandesi 1
AU - Australia 1
BG - Bulgaria 1
BH - Bahrain 1
CD - Congo 1
CH - Svizzera 1
CI - Costa d'Avorio 1
ET - Etiopia 1
GY - Guiana 1
JM - Giamaica 1
KG - Kirghizistan 1
KR - Corea 1
LK - Sri Lanka 1
MK - Macedonia 1
NG - Nigeria 1
NI - Nicaragua 1
PS - Palestinian Territory 1
QA - Qatar 1
RO - Romania 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
TG - Togo 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
Totale 7.194
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Città #
Ashburn 519
Moscow 467
Singapore 407
Dublin 292
Chandler 285
Dallas 272
Hong Kong 217
Beijing 124
Jacksonville 101
The Dalles 94
Nyköping 90
San Jose 84
Messina 66
Princeton 57
Ann Arbor 56
Medford 54
Dearborn 53
Cambridge 48
Lauterbourg 47
Des Moines 45
Los Angeles 40
São Paulo 36
Buffalo 34
Ho Chi Minh City 32
Boardman 24
Rio de Janeiro 23
Naples 22
Brussels 20
Munich 19
New York 18
Redondo Beach 18
Council Bluffs 17
Pune 17
Frankfurt am Main 16
Belo Horizonte 13
Catania 13
Guangzhou 13
Tianjin 13
Brasília 12
Hanoi 10
San Mateo 10
Stockholm 10
Woodbridge 10
Amman 9
Wilmington 9
Hangzhou 8
Montreal 8
Tokyo 8
Amsterdam 7
Chennai 7
Nairobi 7
Orem 7
Palermo 7
Seattle 7
Shenyang 7
Tashkent 7
Warsaw 7
Baghdad 6
Baku 6
Brooklyn 6
Cape Town 6
Fairfield 6
Fortaleza 6
Johannesburg 6
Milan 6
Nanchang 6
Toronto 6
Caracas 5
Da Nang 5
Guayaquil 5
Haikou 5
Haiphong 5
Helsinki 5
Houston 5
Jinan 5
Manchester 5
Medellín 5
Porto Alegre 5
Salvador 5
Santa Clara 5
Santo André 5
Vienna 5
Volta Redonda 5
Betim 4
Charlotte 4
Contagem 4
Denver 4
Dhaka 4
Feira de Santana 4
Florianópolis 4
Goiânia 4
Guarulhos 4
Hải Dương 4
Indaiatuba 4
Jakarta 4
Joinville 4
Juiz de Fora 4
Lahore 4
London 4
Mexico City 4
Totale 4.131
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Nome #
Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique 207
An exact approach to the dynamics of locally-resonant beams 170
De Saint-Venant flexure-torsion problem handled by Line Element-less Method (LEM) 162
An efficient automatic modal identification method based on free vibration response and enhanced Empirical Fourier Decomposition technique 157
Comparison among three boundary element methods for torsion problems: CPM, CVBEM, LEM. 155
A Novel Procedure for Damping Ratio Identification from Free Vibration Tests with Application to Existing Bridge Decks 153
An extended identification problem based on full-field measurements 152
A computational framework for uncertain locally resonant metamaterial structures 148
Analysis of truss-like cracked structures with uncertain-but-bounded depths 146
A novel exact representation of stationary colored Gaussian processes (Fractional Differential Approach) 143
CVBEM solution for De Saint-Venant orthotropic beams under coupled bending and torsion 141
Accuracy of the finite difference method in stochastic setting. 138
Complex analysis for the solution of torsion problems: a comparison among three methods 135
Closed-form sensitivities of the frequency domain response of structural systems with interval uncertainties 124
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations 124
An inerter-based concept of locally resonant fluid-conveying pipe 123
Comparison of Parameterized and Improved Interval Analyses 123
Reliability analysis of structures with interval uncertainties under stationary stochastic excitations 123
Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties 121
An interval framework for uncertain frequency response of multi-cracked beams with application to vibration reduction via tuned mass dampers 112
The Line Element-less Method Analysis of orthotropic beam for the De Saint Venant torsion problem 111
Dynamics of beams with uncertain crack depth: stochastic versus interval analysis 109
Serviceability assessment of footbridges via improved interval analysis 108
Path integral solution handled by Fast Gauss Transform 106
Response of beams with crack of uncertain-but bounded depth subjected to deterministic or stochastic loads 106
STOCHASTIC SENSITIVITY ANALYSIS OF STRUCTURAL SYSTEMS WITH INTERVAL UNCERTAINTIES 104
Uncertainty effect on seismic capacity assessment in the out-of-plane failure mechanisms of masonry structures by probabilistic and non-probabilistic approaches 103
Automatic modal identification of bridges based on free vibrations and advanced signal decomposition techniques 103
Line element-less method (LEM) for beam torsion solution (truly no-mesh method) 103
Fractional Derivatives in Interval Analysis 103
Interval static analysis of multi-cracked beams with uncertain size and position of cracks 103
An extensive comparative analysis on multi-cracked beams with uncertain damage 100
Explicit Frequency Response Function of beams with Crack of Uncertain Depth 99
An enhanced indirect modal identification procedure for bridges based on the dynamic response of moving vehicles 99
Reliability assessment of interval uncertain structural systems subjected to spectrum compatible seismic excitations 97
Path integral solution for non-linear system enforced by Poisson White Noise. 93
Dynamics of multiple cracked prismatic beams with uncertain-but-bounded depths under deterministic and stochastic loads 92
Stochastic Ship Roll Motion via Path Integral Method 91
Some Conventional and Unconventional Educational Column Stability Problems. 90
Explicit reliability sensitivities of linear structures with interval uncertainties under stationary stochastic excitation 90
Non-stationary dynamic analysis of random structures via virtual distortion method 89
Solution of De Saint Venant flexure-torsion problem for orthotropic beam via LEM (Line Element-less Method) 88
The Saint-Venant cylinder under shear forces: Harmonic polynomial solution 85
Explicit expressions of response sensitivities for structural systems subjected to stationary random processes 85
Explicit sensitivities of the response of discretized structures under stationary random processes 85
Error in the finite difference based probabilistic dynamic analysis: analytical evaluation. 84
Design of axially graded columns under a central force 84
Frequency domain stochastic response of structural systems with uncertain parameters: closed-form sensitivity 84
Dynamic response of damaged beams with uncertain crack depth 81
Explicit frequency response functions of discretized structures with uncertain parameters 80
Optimization and anti-optimization solution of combined parameterized and improved interval analyses for structures with uncertainties 79
Explicit expressions of response sensitivities for structural systems subjected to stationary random processes 78
New developments for the non-deterministic analysis of multi-cracked beams with uncertain damage 77
Non-stationary random vibrations of uncertain structures by VDM 76
On the Interval Frequency Response of Cracked Beams with Uncertain Damage 75
Modal identification of existing concrete half-joint bridges through free vibration tests 74
Probabilistic response of nonlinear systems under combined Normal and Poisson White Noise via Path Integral Method 74
Truly no-mesh method for beam torsion solution 74
Frequency response functions of discretized structural systems with uncertain parameters 72
Random vibration of a point-driven two-span beam on an elastic foundation 72
Non-linear Systems Under Poisson White Noise Handled by Path Integral Solution. 72
Random Vibrations of Uncertain Linearly Elastic Trusses 71
Simultaneous assessment of interface mechanical parameters andboundary conditions, on the basis of kinematic measurements at the microscale 69
Path Integral Solution of non-linear systems under Poisson White Noise processes 67
Interval Frequency Response of Uncertain Locally Resonant Structures 66
Extended identification of mechanical parameters and boundary conditions by Digital Image Correlation 65
Inerter-based dissipation for vibration control of a cable-stayed bridge subjected to transverse seismic excitation 64
Interval serviceability assessment of footbridges 63
Informed assessment of structural health conditions of bridges based on free-vibration tests 62
Ship roll motion under stochastic agencies using path integral method 55
Modal Parameters identification in existing bridges based on free vibration tests 53
Structural health assessment of concrete half-joint bridges: from load testing to FEM simulation accounting for material uncertainties 27
Dynamic analysis of multi-cracked truss and frame structures with uncertain-but-bounded damage 26
Effect of uncertainty in dynamic response of multi-cracked beams 24
null 21
null 16
How accurate are the reliability assessments conducted by the finite element method? 7
Totale 7.291
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Categoria #
all - tutte 23.914
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 23.914
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202169 0 0 0 0 0 0 0 0 0 23 25 21
2021/2022253 10 12 3 13 6 4 7 15 2 0 59 122
2022/2023911 61 65 14 98 64 107 21 68 367 4 31 11
2023/2024301 13 34 18 72 20 66 21 23 0 17 1 16
2024/20251.413 13 19 21 71 87 27 62 282 401 68 102 260
2025/20263.710 161 243 283 238 351 793 523 477 440 201 0 0
Totale 7.291