IRIS
CADDEMI, Salvatore
 Distribuzione geografica
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Continente #
NA - Nord America 6.781
AS - Asia 3.561
EU - Europa 3.523
SA - Sud America 732
AF - Africa 473
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 3
Totale 15.079
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Nazione #
US - Stati Uniti d'America 6.517
SG - Singapore 1.753
RU - Federazione Russa 1.011
CN - Cina 913
IT - Italia 694
BR - Brasile 595
IE - Irlanda 550
UA - Ucraina 471
VN - Vietnam 329
CA - Canada 210
FR - Francia 198
DE - Germania 197
CI - Costa d'Avorio 175
SN - Senegal 146
KR - Corea 126
GB - Regno Unito 98
SE - Svezia 87
IN - India 78
NG - Nigeria 64
HK - Hong Kong 58
BD - Bangladesh 57
AR - Argentina 52
FI - Finlandia 52
PL - Polonia 35
MX - Messico 34
IQ - Iraq 33
JP - Giappone 27
ES - Italia 26
EC - Ecuador 22
ZA - Sudafrica 22
ID - Indonesia 21
NL - Olanda 20
UZ - Uzbekistan 20
TR - Turchia 19
CH - Svizzera 18
VE - Venezuela 17
CL - Cile 16
MA - Marocco 15
PK - Pakistan 15
SA - Arabia Saudita 15
EG - Egitto 14
GR - Grecia 13
LB - Libano 13
PH - Filippine 11
PT - Portogallo 10
TN - Tunisia 10
AZ - Azerbaigian 9
KE - Kenya 9
LT - Lituania 9
AT - Austria 8
CO - Colombia 8
DZ - Algeria 8
IL - Israele 8
UY - Uruguay 7
AE - Emirati Arabi Uniti 6
HU - Ungheria 6
IR - Iran 6
MY - Malesia 6
NP - Nepal 6
PY - Paraguay 6
TH - Thailandia 6
BJ - Benin 5
JO - Giordania 5
PE - Perù 5
AU - Australia 4
BB - Barbados 4
BG - Bulgaria 4
BO - Bolivia 4
KZ - Kazakistan 4
PS - Palestinian Territory 4
BH - Bahrain 3
CZ - Repubblica Ceca 3
EU - Europa 3
GT - Guatemala 3
JM - Giamaica 3
MN - Mongolia 3
AO - Angola 2
HN - Honduras 2
HR - Croazia 2
LY - Libia 2
NI - Nicaragua 2
QA - Qatar 2
RO - Romania 2
RS - Serbia 2
SV - El Salvador 2
AL - Albania 1
AM - Armenia 1
BE - Belgio 1
BN - Brunei Darussalam 1
BS - Bahamas 1
CG - Congo 1
DK - Danimarca 1
GD - Grenada 1
GE - Georgia 1
LU - Lussemburgo 1
MD - Moldavia 1
MM - Myanmar 1
MT - Malta 1
NC - Nuova Caledonia 1
NZ - Nuova Zelanda 1
Totale 15.075
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Città #
Dallas 1.131
Santa Clara 987
Singapore 964
Dublin 550
San Jose 508
Chandler 503
Jacksonville 446
Moscow 397
Ashburn 352
Boardman 216
Civitanova Marche 185
Abidjan 175
Nanjing 153
Lawrence 151
Cambridge 149
Dakar 146
Lauterbourg 146
Andover 144
Toronto 137
Hefei 130
Seoul 125
Bremen 122
Chicago 120
Beijing 118
Ho Chi Minh City 117
Catania 98
Los Angeles 94
Council Bluffs 90
Des Moines 81
Hanoi 79
San Mateo 77
Wilmington 65
New York 61
Hong Kong 54
Milan 51
São Paulo 50
Columbus 46
The Dalles 46
Nanchang 45
Helsinki 38
Shenyang 37
Ottawa 35
Buffalo 33
Lagos 33
Hebei 32
Changsha 31
Jiaxing 30
Rio de Janeiro 28
Saint Petersburg 28
Abuja 27
Orem 27
Phoenix 25
Warsaw 25
Tianjin 24
Palermo 23
Brooklyn 22
Seattle 21
Tokyo 21
Frankfurt am Main 20
Houston 20
Belo Horizonte 18
Montreal 18
Rome 18
London 17
Da Nang 16
Munich 16
Chennai 15
Denver 15
Falls Church 15
Johannesburg 15
Pune 14
Poplar 13
Baghdad 12
Jinan 12
Turin 12
Boston 11
Kunming 11
Siracusa 11
Tashkent 11
Atlanta 10
Dhaka 10
Dong Ket 10
Guarulhos 10
Mexico City 10
Naples 10
Porto Alegre 10
San Francisco 10
Amsterdam 9
Brasília 9
Campinas 9
Guangzhou 9
Hangzhou 9
Nuremberg 9
Redmond 9
Stockholm 9
Washington 9
Baku 8
Bologna 8
Cagliari 8
Florence 8
Totale 10.152
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Nome #
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 191
3D macro-element modelling approach for seismic assessment of historical masonry churches 171
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 169
Considerazioni conclusive [La vulnerabilità sismica degli edifici storici in aggregato] 157
An inelastic beam-like model for nonlinear dynamic analyses of multi-storey buildings 149
3D discrete macro-modelling approach for masonry arch bridges 148
A simplified beam-like model for the dynamic analy-is of multi-storey buildings 146
A new computational strategy for the seismic assessment of infilled frame Structures 145
A Craked Beam Element for the Analysis of Damaged Framed Structures 140
A Fibre Smart Displacement Based (FSDB) beam element for non linear analysis of r/c frames 139
On the dynamic stability of shear deformable beams under a tensile load 136
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 136
A 2D beam-column joint macro-element for the nonlinear analysis of RC frames 134
A new non-linear beam element based on smart displacement shape functions 133
A Beam Element for the Analysis of Framed Structures with Multiple Discontinuities 130
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 128
Convergence of The Newton-Raphson Algorithm in Elastic-Plastic Incremental Analysis 127
Inhomogeneous beam-like models for the dynamic analysis of multi-storey buildings 127
A parsimonious discrete model for the seismic assessment of monumental structures 125
A procedure for the identification of multiple cracks on beams and frames by static measurements 124
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 123
Flutter and divergence instability of the multi-cracked cantilever beam-column 123
Seismic assessment of typical masonry historical residential buildings in Catania 123
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 123
A Review of Simplified Numerical Beam-like Models of Multi-Storey Framed Buildings 121
A Forward Integration Algorithm in Incremental Elasto-Plasticity Based on Taylor Series 121
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 121
An inhomogeneous inelastic beam-like model for dynamic analyses of multistorey buildings 120
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 120
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 119
An equivalent non-uniform beam-like model for dynamic analysis of multi-storey irregular buildings 118
A smart displacement based (SDB) beam element with distributed plasticity 116
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 115
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 113
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 112
Response spectra of rigid blocks with uncertain behavior 112
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 111
Il Principio Variazionale di Hu-Washizu per l’Identificazione di Parametri Strutturali 111
Seismic Vulnerability of the Concordia Temple 110
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 110
The Hu-Washizu Variational Principle for Identification of Imperfections in Beams 109
A procedure for multiple damage identification in elastic beams 109
Discrete macroelement modeling 107
The Non-Linear Dynamic Response of the Euler-Bernoulli Beam with an Arbitrary Number of Switching Cracks 106
A procedure for multiple damage identification in elastic beams 106
Smart beam element approach for lrph device 105
Exact reconstruction of multiple concentrated damages on beams 104
Exact solutions for the statics of the multi-cracked circular arch 104
The exact stability stiffness matrix for the analysis of multi-cracked frame structures 103
Closed form solutions of Euler-Bernoulli beams with singularities 103
New Frontiers on Seismic Modeling of Masonry Structures 103
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 102
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 102
Exact Solution of the Multi-Cracked Euler-Bernoulli Column 101
Closed form solutions of a multi-cracked circular arch under static loads 101
A procedure for crack identification in elastic beams from static measurements 101
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 101
Tensile and compressive buckling of columns with shear deformation singularities 100
Detecting Damage in a Beam by Static Tests 100
A new discrete macro-node element for the seismic behaviour modelling of reinforced concrete frames 100
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 100
Explicit dynamic solutions of damaged beams 99
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 98
Theorems of Restricted Dynamic Shakedown 98
Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks 98
Advances in dynamic instability of beams subjected to tensile load 98
A procedure for the identification of concentrated damages on beams by free vibration tests 98
The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks 98
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 98
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) 97
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 96
Funzione Densità di Probabilità della Risposta di Oscillatori Elasto-Plastici 96
Targeted steel frames by means of innovative moment resisting connections 96
Multi-cracked Euler_Bernoulli beams: mathematical modelling and exact solutions 95
Advances in dynamic instability: can a beam-column undergo tensile flutter? 95
Parametric Nature of the Non-Linear Hardening Plastic Constitutive Equations and Their Integration 95
A Procedure for the Identification of Cracks on Beam Elements 95
Buckling of shear deformable beams with singularities 94
On the use of a roving body with rotary inertia to locate cracks in beams 94
Non-Linear System Response for Impulsive Parametric Input 92
Computational Aspects of the Integration of the Von Mises Linear Hardening Constitutive Laws 92
Euler-Bernoulli Beams with Multiple Singularities in the Flexural Stiffness 91
Sufficient Condition for Convergence of The Newton-Raphson Iterative Algorithm in Incremental Elastic-Plastic Analysis 91
Vulnerabilty Analysis of the Concordia Temple in Agrigento 91
Identification of Concentrated Damage in Euler-Bernoulli Beams under Static Loads 90
The seismic assessment of historical masonry structures 90
Solutions of Damaged Beam Structures under Static Loads and their Use for Identification 90
A procedure for the identification of multiple cracks on beams by static measurements 90
Influenza dell’Errore Strumentale sull’Identificazione del Danno in Travi Elastiche 90
Crack Detection in Elastic Beams by Static Measurements 90
Gaussian and Non Gaussian Stochastic Sensitivity Analysis of Discrete Structural Systems 90
On the Approximation of Covariance Kernels 88
Structural Assessment of a Masonry Arch Bridge before and after a traditional inner arch retrofitting technique 87
A Procedure for the Identification of Concentrated Damages on Beams by Static Tests 87
A Simple Stochastic Sensitivity Analysis Method for the Optimization of Secondary Structure 87
Explicit assessment of the forced vibration of multi-cracked beams with uncertain damage intensity 86
Alternative strategies for modelling masonry arches 85
The Non Geometric Spectral Moments in Reliability of MDOF Linear Structures Subjected to Non Stationary Filtered Processes 85
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 85
Detecting Multiple Open Cracks in Elastic Beams by Static Tests 84
Totale 10.963
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Categoria #
all - tutte 50.560
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 50.560
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202131 0 0 0 0 0 0 0 0 0 0 0 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
2025/20266.409 401 330 1.192 365 920 1.202 808 148 418 420 150 55
Totale 15.386