IRIS
CADDEMI, Salvatore
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.641
AS - Asia 3.528
EU - Europa 3.488
SA - Sud America 732
AF - Africa 473
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 3
Totale 14.871
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.395
SG - Singapore 1.740
RU - Federazione Russa 1.011
CN - Cina 906
IT - Italia 666
BR - Brasile 595
IE - Irlanda 550
UA - Ucraina 471
VN - Vietnam 329
CA - Canada 201
FR - Francia 198
DE - Germania 196
CI - Costa d'Avorio 175
SN - Senegal 146
KR - Corea 125
GB - Regno Unito 97
SE - Svezia 87
IN - India 78
NG - Nigeria 64
HK - Hong Kong 55
AR - Argentina 52
FI - Finlandia 52
BD - Bangladesh 50
PL - Polonia 35
IQ - Iraq 32
MX - Messico 30
JP - Giappone 27
ES - Italia 25
EC - Ecuador 22
ZA - Sudafrica 22
ID - Indonesia 21
UZ - Uzbekistan 20
NL - Olanda 19
TR - Turchia 19
VE - Venezuela 17
CH - Svizzera 16
CL - Cile 16
MA - Marocco 15
PK - Pakistan 15
SA - Arabia Saudita 15
EG - Egitto 14
GR - Grecia 13
LB - Libano 13
PH - Filippine 10
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
MN - Mongolia 3
AO - Angola 2
HR - Croazia 2
LY - Libia 2
QA - Qatar 2
RS - Serbia 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
HN - Honduras 1
JM - Giamaica 1
LU - Lussemburgo 1
MD - Moldavia 1
MM - Myanmar 1
MT - Malta 1
NC - Nuova Caledonia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
OM - Oman 1
PA - Panama 1
Totale 14.867
Salva come PNG Salva come JPEG
Città #
Dallas 1.127
Santa Clara 980
Singapore 962
Dublin 550
Chandler 503
San Jose 468
Jacksonville 446
Moscow 397
Ashburn 343
Boardman 216
Civitanova Marche 185
Abidjan 175
Nanjing 153
Lawrence 151
Cambridge 149
Dakar 146
Lauterbourg 146
Andover 144
Toronto 134
Hefei 130
Seoul 125
Bremen 122
Chicago 119
Ho Chi Minh City 117
Beijing 113
Catania 94
Los Angeles 89
Council Bluffs 88
Des Moines 81
Hanoi 79
San Mateo 77
Wilmington 65
Hong Kong 51
New York 51
Milan 50
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 25
Warsaw 25
Tianjin 24
Palermo 23
Phoenix 23
Brooklyn 21
Seattle 21
Tokyo 21
Frankfurt am Main 20
Houston 20
Belo Horizonte 18
London 17
Montreal 17
Rome 17
Da Nang 16
Munich 16
Chennai 15
Falls Church 15
Johannesburg 15
Denver 14
Pune 14
Poplar 13
Baghdad 12
Jinan 12
Boston 11
Kunming 11
Siracusa 11
Tashkent 11
Atlanta 10
Dhaka 10
Dong Ket 10
Guarulhos 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
Florence 8
Haiphong 8
Liberty Lake 8
Turin 8
Turku 8
Totale 10.040
Salva come PNG Salva come JPEG
Nome #
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 189
3D macro-element modelling approach for seismic assessment of historical masonry churches 170
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 167
A simplified beam-like model for the dynamic analy-is of multi-storey buildings 146
3D discrete macro-modelling approach for masonry arch bridges 146
Considerazioni conclusive [La vulnerabilità sismica degli edifici storici in aggregato] 145
An inelastic beam-like model for nonlinear dynamic analyses of multi-storey buildings 145
A new computational strategy for the seismic assessment of infilled frame Structures 144
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 138
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 new non-linear beam element based on smart displacement shape functions 133
A 2D beam-column joint macro-element for the nonlinear analysis of RC frames 132
A Beam Element for the Analysis of Framed Structures with Multiple Discontinuities 128
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 procedure for the identification of multiple cracks on beams and frames by static measurements 124
A parsimonious discrete model for the seismic assessment of monumental structures 123
Flutter and divergence instability of the multi-cracked cantilever beam-column 122
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
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 121
EIGENPROPERTIES OF MULTI-CRACKED CIRCULAR ARCHES> 120
An inhomogeneous inelastic beam-like model for dynamic analyses of multistorey buildings 119
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 119
A Review of Simplified Numerical Beam-like Models of Multi-Storey Framed Buildings 118
Seismic assessment of typical masonry historical residential buildings in Catania 118
An equivalent non-uniform beam-like model for dynamic analysis of multi-storey irregular buildings 117
A smart displacement based (SDB) beam element with distributed plasticity 116
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 113
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 112
Discrete Macro-Element structural assessment of a railway masonry arch bridge subjected to pier settlements 109
Seismic Vulnerability of the Concordia Temple 109
Il Principio Variazionale di Hu-Washizu per l’Identificazione di Parametri Strutturali 109
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 109
Bridge Data: A cloud-based platform for the assessment of the Class of Attention of existing bridges 108
A procedure for multiple damage identification in elastic beams 108
The Hu-Washizu Variational Principle for Identification of Imperfections in Beams 106
Discrete macroelement modeling 106
The Non-Linear Dynamic Response of the Euler-Bernoulli Beam with an Arbitrary Number of Switching Cracks 105
A procedure for multiple damage identification in elastic beams 105
Response spectra of rigid blocks with uncertain behavior 105
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
Exact reconstruction of multiple concentrated damages on beams 102
Exact Solution of the Multi-Cracked Euler-Bernoulli Column 101
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 101
A procedure for crack identification in elastic beams from static measurements 101
New Frontiers on Seismic Modeling of Masonry Structures 101
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 101
Smart beam element approach for lrph device 101
Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: The case of Giovanni XXIII bridge in Ragusa 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
Closed form solutions of a multi-cracked circular arch under static loads 99
Theorems of Restricted Dynamic Shakedown 98
Tensile and compressive buckling of columns with shear deformation singularities 98
Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks 98
The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks 98
An Original Discrete Macro-Element Method for The Analysis Of Historical Structures 98
Detecting Damage in a Beam by Static Tests 97
A procedure for the identification of concentrated damages on beams by free vibration tests 97
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
Explicit dynamic solutions of damaged beams 97
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 97
Funzione Densità di Probabilità della Risposta di Oscillatori Elasto-Plastici 96
Targeted steel frames by means of innovative moment resisting connections 96
Advances in dynamic instability: can a beam-column undergo tensile flutter? 95
Advances in dynamic instability of beams subjected to tensile load 95
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 95
Parametric Nature of the Non-Linear Hardening Plastic Constitutive Equations and Their Integration 94
Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams 93
Multi-cracked Euler_Bernoulli beams: mathematical modelling and exact solutions 93
Buckling of shear deformable beams with singularities 93
On the use of a roving body with rotary inertia to locate cracks in beams 93
A Procedure for the Identification of Cracks on Beam Elements 92
Euler-Bernoulli Beams with Multiple Singularities in the Flexural Stiffness 91
Non-Linear System Response for Impulsive Parametric Input 91
Sufficient Condition for Convergence of The Newton-Raphson Iterative Algorithm in Incremental Elastic-Plastic Analysis 91
The seismic assessment of historical masonry structures 90
Solutions of Damaged Beam Structures under Static Loads and their Use for Identification 90
Influenza dell’Errore Strumentale sull’Identificazione del Danno in Travi Elastiche 90
Identification of Concentrated Damage in Euler-Bernoulli Beams under Static Loads 89
Vulnerabilty Analysis of the Concordia Temple in Agrigento 89
Computational Aspects of the Integration of the Von Mises Linear Hardening Constitutive Laws 89
Crack Detection in Elastic Beams by Static Measurements 89
Gaussian and Non Gaussian Stochastic Sensitivity Analysis of Discrete Structural Systems 89
A procedure for the identification of multiple cracks on beams by static measurements 88
On the Approximation of Covariance Kernels 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 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
Structural Assessment of a Masonry Arch Bridge before and after a traditional inner arch retrofitting technique 84
Analisi Aleatoria Spettro Compatibile nel Dominio dei Tempi 84
Detecting Multiple Open Cracks in Elastic Beams by Static Tests 83
The Non Geometric Spectral Moments in Reliability of MDOF Linear Structures Subjected to Non Stationary Filtered Processes 83
Totale 10.806
Salva come PNG Salva come JPEG
Categoria #
all - tutte 48.281
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 48.281
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021104 0 0 0 0 0 0 0 0 0 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
2025/20266.201 401 330 1.192 365 920 1.202 808 148 418 417 0 0
Totale 15.178