IRIS
CADDEMI, Salvatore
 Distribuzione geografica
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Continente #
NA - Nord America 5.583
EU - Europa 2.268
AS - Asia 2.059
SA - Sud America 560
AF - Africa 360
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 3
Totale 10.836
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Nazione #
US - Stati Uniti d'America 5.374
SG - Singapore 911
CN - Cina 789
IT - Italia 604
IE - Irlanda 549
BR - Brasile 486
UA - Ucraina 466
DE - Germania 185
CA - Canada 184
CI - Costa d'Avorio 174
SN - Senegal 143
RU - Federazione Russa 132
VN - Vietnam 85
SE - Svezia 82
GB - Regno Unito 63
KR - Corea 53
FI - Finlandia 50
IN - India 45
FR - Francia 36
AR - Argentina 30
HK - Hong Kong 30
BD - Bangladesh 26
PL - Polonia 19
UZ - Uzbekistan 18
CH - Svizzera 16
EC - Ecuador 16
ZA - Sudafrica 15
JP - Giappone 14
MX - Messico 14
ES - Italia 13
IQ - Iraq 12
GR - Grecia 11
ID - Indonesia 11
LB - Libano 11
NL - Olanda 11
PK - Pakistan 10
MA - Marocco 9
TR - Turchia 9
EG - Egitto 8
AT - Austria 7
VE - Venezuela 7
NG - Nigeria 6
PT - Portogallo 6
CL - Cile 5
HU - Ungheria 5
AZ - Azerbaigian 4
NP - Nepal 4
PE - Perù 4
PY - Paraguay 4
SA - Arabia Saudita 4
BB - Barbados 3
BG - Bulgaria 3
CO - Colombia 3
EU - Europa 3
IL - Israele 3
MN - Mongolia 3
TN - Tunisia 3
UY - Uruguay 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
BO - Bolivia 2
CZ - Repubblica Ceca 2
GT - Guatemala 2
KZ - Kazakistan 2
LT - Lituania 2
MY - Malesia 2
PH - Filippine 2
RS - Serbia 2
AL - Albania 1
AM - Armenia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
DZ - Algeria 1
GE - Georgia 1
HN - Honduras 1
IR - Iran 1
JO - Giordania 1
KE - Kenya 1
LU - Lussemburgo 1
MT - Malta 1
NC - Nuova Caledonia 1
NI - Nicaragua 1
OM - Oman 1
PA - Panama 1
PR - Porto Rico 1
PS - Palestinian Territory 1
RO - Romania 1
SV - El Salvador 1
TH - Thailandia 1
Totale 10.836
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Città #
Dallas 1.116
Santa Clara 970
Dublin 549
Singapore 527
Chandler 503
Jacksonville 445
Boardman 216
Civitanova Marche 185
Abidjan 174
Nanjing 153
Lawrence 151
Cambridge 149
Ashburn 147
Andover 144
Dakar 143
Hefei 130
Toronto 129
Bremen 122
Chicago 110
Catania 90
Beijing 89
Des Moines 81
San Mateo 77
Council Bluffs 65
Wilmington 65
Seoul 53
Los Angeles 48
Columbus 46
The Dalles 46
Nanchang 45
São Paulo 39
Helsinki 37
Milan 37
Shenyang 36
Ho Chi Minh City 35
Ottawa 35
Hebei 32
Changsha 31
Jiaxing 30
Hong Kong 29
Saint Petersburg 28
Rio de Janeiro 23
Tianjin 23
Palermo 22
New York 20
Seattle 20
Belo Horizonte 16
Frankfurt am Main 16
Munich 16
Falls Church 15
Hanoi 15
Warsaw 15
Phoenix 14
Brooklyn 13
Houston 13
Pune 13
Tokyo 13
Jinan 12
Johannesburg 12
Chennai 11
Kunming 11
Siracusa 11
Dong Ket 10
Rome 10
Boston 9
Dhaka 9
Guangzhou 9
Hangzhou 9
Montreal 9
Moscow 9
Redmond 9
San Francisco 9
Tashkent 9
Florence 8
Liberty Lake 8
London 8
Nuremberg 8
Turin 8
Turku 8
Atlanta 7
Bologna 7
Brasília 7
Guarulhos 7
Porto Alegre 7
Abuja 6
Bari 6
Campinas 6
Curitiba 6
Denver 6
Lentini 6
Naples 6
Ribeirão Preto 6
Salvador 6
Washington 6
Ancona 5
Baghdad 5
Charlotte 5
Fuzhou 5
Guayaquil 5
Hillsboro 5
Totale 7.735
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Nome #
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 126
3D macro-element modelling approach for seismic assessment of historical masonry churches 118
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 117
On the dynamic stability of shear deformable beams under a tensile load 115
Convergence of The Newton-Raphson Algorithm in Elastic-Plastic Incremental Analysis 110
A new computational strategy for the seismic assessment of infilled frame Structures 107
Flutter and divergence instability of the multi-cracked cantilever beam-column 103
3D discrete macro-modelling approach for masonry arch bridges 103
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 101
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 98
A Craked Beam Element for the Analysis of Damaged Framed Structures 97
Considerazioni conclusive [La vulnerabilità sismica degli edifici storici in aggregato] 97
A simplified beam-like model for the dynamic analy-is of multi-storey buildings 96
Seismic Vulnerability of the Concordia Temple 93
Seismic assessment of typical masonry historical residential buildings in Catania 93
A Fibre Smart Displacement Based (FSDB) beam element for non linear analysis of r/c frames 93
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 93
A Beam Element for the Analysis of Framed Structures with Multiple Discontinuities 92
The Hu-Washizu Variational Principle for Identification of Imperfections in Beams 91
A smart displacement based (SDB) beam element with distributed plasticity 91
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 89
A procedure for the identification of multiple cracks on beams and frames by static measurements 88
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 87
A new non-linear beam element based on smart displacement shape functions 87
A 2D beam-column joint macro-element for the nonlinear analysis of RC frames 86
The Non-Linear Dynamic Response of the Euler-Bernoulli Beam with an Arbitrary Number of Switching Cracks 85
The exact stability stiffness matrix for the analysis of multi-cracked frame structures 85
A parsimonious discrete model for the seismic assessment of monumental structures 85
Il Principio Variazionale di Hu-Washizu per l’Identificazione di Parametri Strutturali 84
Tensile and compressive buckling of columns with shear deformation singularities 81
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 81
A Forward Integration Algorithm in Incremental Elasto-Plasticity Based on Taylor Series 81
New Frontiers on Seismic Modeling of Masonry Structures 81
Detecting Damage in a Beam by Static Tests 80
Advances in dynamic instability: can a beam-column undergo tensile flutter? 80
Multi-directional seismic assessment of historical masonry buildings by means of macro-element modeling: application to a building damaged during the L'Aquila Earthquake (Italy) 80
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 80
Explicit dynamic solutions of damaged beams 80
An equivalent non-uniform beam-like model for dynamic analysis of multi-storey irregular buildings 80
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 80
An inhomogeneous inelastic beam-like model for dynamic analyses of multistorey buildings 79
Theorems of Restricted Dynamic Shakedown 79
Multi-cracked Euler_Bernoulli beams: mathematical modelling and exact solutions 79
Exact reconstruction of multiple concentrated damages on beams 79
Funzione Densità di Probabilità della Risposta di Oscillatori Elasto-Plastici 79
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 79
Closed form solutions of a multi-cracked circular arch under static loads 78
Closed form solutions of Euler-Bernoulli beams with singularities 78
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 78
Inhomogeneous beam-like models for the dynamic analysis of multi-storey buildings 78
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 77
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 76
A procedure for multiple damage identification in elastic beams 76
Buckling of shear deformable beams with singularities 76
The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks 76
A Review of Simplified Numerical Beam-like Models of Multi-Storey Framed Buildings 75
Euler-Bernoulli Beams with Multiple Singularities in the Flexural Stiffness 75
Non-Linear System Response for Impulsive Parametric Input 75
Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks 75
Parametric Nature of the Non-Linear Hardening Plastic Constitutive Equations and Their Integration 75
Sufficient Condition for Convergence of The Newton-Raphson Iterative Algorithm in Incremental Elastic-Plastic Analysis 75
A procedure for multiple damage identification in elastic beams 75
Influenza dell’Errore Strumentale sull’Identificazione del Danno in Travi Elastiche 75
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 75
Exact Solution of the Multi-Cracked Euler-Bernoulli Column 74
The seismic assessment of historical masonry structures 74
Advances in dynamic instability of beams subjected to tensile load 74
Exact solutions for the statics of the multi-cracked circular arch 74
A Procedure for the Identification of Cracks on Beam Elements 73
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 73
Identification of Concentrated Damage in Euler-Bernoulli Beams under Static Loads 72
A procedure for the identification of multiple cracks on beams by static measurements 72
A Procedure for the Identification of Concentrated Damages on Beams by Static Tests 72
Crack Detection in Elastic Beams by Static Measurements 72
Gaussian and Non Gaussian Stochastic Sensitivity Analysis of Discrete Structural Systems 72
Targeted steel frames by means of innovative moment resisting connections 72
Discrete macroelement modeling 71
An inelastic beam-like model for nonlinear dynamic analyses of multi-storey buildings 71
Solutions of Damaged Beam Structures under Static Loads and their Use for Identification 70
A procedure for crack identification in elastic beams from static measurements 69
Vulnerabilty Analysis of the Concordia Temple in Agrigento 69
Smart beam element approach for lrph device 69
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 68
On the Approximation of Covariance Kernels 68
A procedure for the identification of concentrated damages on beams by free vibration tests 68
Computational Aspects of the Integration of the Von Mises Linear Hardening Constitutive Laws 68
Detecting Multiple Open Cracks in Elastic Beams by Static Tests 67
The Non Geometric Spectral Moments in Reliability of MDOF Linear Structures Subjected to Non Stationary Filtered Processes 67
On the use of a roving body with rotary inertia to locate cracks in beams 67
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 67
A Simple Stochastic Sensitivity Analysis Method for the Optimization of Secondary Structure 66
Analisi Aleatoria Spettro Compatibile nel Dominio dei Tempi 65
Seismic vulnerability of the Concordia temple 65
The Non Geometric Spectral Moments in Reliability of MDOF Linear Structures Subjected to Non Stationary Filtered Processes 64
A Symplified Analysis for the Evaluation of Stochastic Response of Elasto-Plastic Oscillators 64
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 64
Dynamic Identification of Multiple Concentrated Damages on Beams 63
Response spectra of rigid blocks with uncertain behavior 63
The influence of concentrated cracks on the stability of framed structures 62
A new discrete macro-node element for the seismic behaviour modelling of reinforced concrete frames 62
Totale 8.007
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Categoria #
all - tutte 40.811
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 40.811
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021559 0 0 0 14 228 17 84 33 79 11 62 31
2021/20221.067 125 152 2 16 179 15 149 46 105 10 30 238
2022/20231.878 154 41 47 234 148 324 4 389 442 15 57 23
2023/2024849 32 186 28 56 40 111 11 62 3 74 148 98
2024/20253.348 22 381 182 270 784 439 87 150 242 294 242 255
2025/20262.164 401 330 1.192 241 0 0 0 0 0 0 0 0
Totale 11.141