IRIS
CADDEMI, Salvatore
 Distribuzione geografica
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Continente #
NA - Nord America 4.059
EU - Europa 2.127
AS - Asia 1.443
AF - Africa 323
SA - Sud America 269
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 2
Totale 8.226
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Nazione #
US - Stati Uniti d'America 3.890
SG - Singapore 790
IT - Italia 552
IE - Irlanda 548
CN - Cina 539
UA - Ucraina 465
BR - Brasile 243
DE - Germania 183
CA - Canada 163
CI - Costa d'Avorio 159
SN - Senegal 143
RU - Federazione Russa 125
SE - Svezia 78
FI - Finlandia 44
FR - Francia 35
GB - Regno Unito 34
IN - India 16
UZ - Uzbekistan 15
CH - Svizzera 14
AR - Argentina 11
GR - Grecia 11
BD - Bangladesh 10
LB - Libano 10
VN - Vietnam 10
JP - Giappone 9
HK - Hong Kong 8
AT - Austria 7
IQ - Iraq 7
NL - Olanda 7
NG - Nigeria 6
EG - Egitto 5
HU - Ungheria 5
MA - Marocco 5
PT - Portogallo 5
TR - Turchia 5
AZ - Azerbaigian 4
EC - Ecuador 4
PE - Perù 4
PK - Pakistan 4
PL - Polonia 4
EU - Europa 3
MN - Mongolia 3
MX - Messico 3
AU - Australia 2
BG - Bulgaria 2
BO - Bolivia 2
CL - Cile 2
CZ - Repubblica Ceca 2
ES - Italia 2
PH - Filippine 2
TN - Tunisia 2
VE - Venezuela 2
ZA - Sudafrica 2
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BN - Brunei Darussalam 1
CO - Colombia 1
DZ - Algeria 1
GE - Georgia 1
GT - Guatemala 1
ID - Indonesia 1
IL - Israele 1
KZ - Kazakistan 1
LU - Lussemburgo 1
MT - Malta 1
MY - Malesia 1
NP - Nepal 1
OM - Oman 1
PA - Panama 1
PS - Palestinian Territory 1
RO - Romania 1
RS - Serbia 1
SV - El Salvador 1
Totale 8.226
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Città #
Santa Clara 950
Dublin 548
Chandler 503
Jacksonville 445
Singapore 425
Boardman 216
Civitanova Marche 185
Abidjan 159
Nanjing 153
Lawrence 151
Cambridge 149
Andover 144
Dakar 143
Toronto 127
Bremen 122
Chicago 108
Ashburn 97
Catania 90
Des Moines 81
San Mateo 77
Council Bluffs 65
Wilmington 65
Nanchang 45
Helsinki 37
Shenyang 36
Ottawa 35
Hebei 32
The Dalles 32
Changsha 31
Jiaxing 30
Saint Petersburg 28
Tianjin 23
Los Angeles 21
Seattle 18
São Paulo 18
Palermo 17
Frankfurt am Main 16
Falls Church 15
Munich 15
Pune 13
Belo Horizonte 12
Hefei 12
Jinan 12
Houston 11
Kunming 11
Milan 11
Siracusa 11
Beijing 10
Dong Ket 10
Rio de Janeiro 10
Rome 10
Guangzhou 9
Hangzhou 9
Moscow 9
Redmond 9
Florence 8
Hong Kong 8
Liberty Lake 8
Nuremberg 8
Tokyo 8
Bologna 7
Phoenix 7
Turin 7
Abuja 6
Lentini 6
Tashkent 6
Ancona 5
Fuzhou 5
Guarulhos 5
Hillsboro 5
Naples 5
Norwalk 5
Porto Alegre 5
Sortino 5
Washington 5
Baku 4
Bari 4
Bourdeau 4
Curitiba 4
Den Haag 4
Dhaka 4
Floridia 4
Gela 4
Lappeenranta 4
Ponte San Pietro 4
Shanghai 4
Taizhou 4
West Jordan 4
Wuhan 4
Ann Arbor 3
Baghdad 3
Budapest 3
Castel Maggiore 3
Dallas 3
Gravina di Catania 3
Mountain View 3
Rabat 3
Recife 3
Redwood City 3
Ribeirão Preto 3
Totale 5.834
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Nome #
Convergence of The Newton-Raphson Algorithm in Elastic-Plastic Incremental Analysis 102
On the dynamic stability of shear deformable beams under a tensile load 100
Crack localization in beams by frequency shifts due to roving mass with rotary inertia 90
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches 88
Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing 87
A 'parsimonious' 3D discrete macro-element method for masonry arch bridges 83
Flutter and divergence instability of the multi-cracked cantilever beam-column 82
A new computational strategy for the seismic assessment of infilled frame Structures 81
Seismic assessment of typical masonry historical residential buildings in Catania 80
3D macro-element modelling approach for seismic assessment of historical masonry churches 80
A smart displacement based (SDB) beam element with distributed plasticity 79
The Hu-Washizu Variational Principle for Identification of Imperfections in Beams 78
Considerazioni conclusive [La vulnerabilità sismica degli edifici storici in aggregato] 76
Seismic Vulnerability of the Concordia Temple 74
Advances in dynamic instability: can a beam-column undergo tensile flutter? 73
Il Principio Variazionale di Hu-Washizu per l’Identificazione di Parametri Strutturali 73
The Dynamic Stiffness Matrix (DSM) of axially loaded multi-cracked frames 73
3D discrete macro-modelling approach for masonry arch bridges 73
The exact stability stiffness matrix for the analysis of multi-cracked frame structures 72
A simplified beam-like model for the dynamic analy-is of multi-storey buildings 71
A novel beam finite element with singularities for the dynamic analysis of discontinuous frames 69
Closed form solutions of a multi-cracked circular arch under static loads 68
A Forward Integration Algorithm in Incremental Elasto-Plasticity Based on Taylor Series 67
A Craked Beam Element for the Analysis of Damaged Framed Structures 67
A Beam Element for the Analysis of Framed Structures with Multiple Discontinuities 67
Closed-form solution based Genetic Algorithm Software: Application to multiple cracks detection on beam structures by static tests 67
The influence of multiple cracks on tensile and compressive buckling of shear deformable beams 67
The Non-Linear Dynamic Response of the Euler-Bernoulli Beam with an Arbitrary Number of Switching Cracks 66
Tensile and compressive buckling of columns with shear deformation singularities 66
Advances in dynamic instability of beams subjected to tensile load 65
A procedure for multiple damage identification in elastic beams 65
Funzione Densità di Probabilità della Risposta di Oscillatori Elasto-Plastici 65
Detecting Damage in a Beam by Static Tests 64
Influence of an elastic end support on the dynamic stability of Beck's column with multiple weak sections 64
The seismic assessment of historical masonry structures 64
Un approccio innovativo per la modellazione degli edifici in muratura intelaiata. Applicazione ad un caso di studio 64
Crack Detection in Elastic Beams by Static Measurements 64
A Fibre Smart Displacement Based (FSDB) beam element for non linear analysis of r/c frames 64
A Procedure for the Identification of Cracks on Beam Elements 63
Buckling of shear deformable beams with singularities 63
New Frontiers on Seismic Modeling of Masonry Structures 63
A new non-linear beam element based on smart displacement shape functions 63
On profile reconstruction of Euler–Bernoulli beams by means of an energy based genetic algorithm 63
Inhomogeneous beam-like models for the dynamic analysis of multi-storey buildings 63
Multi-cracked Euler_Bernoulli beams: mathematical modelling and exact solutions 62
A procedure for the identification of multiple cracks on beams by static measurements 62
A Procedure for the Identification of Concentrated Damages on Beams by Static Tests 62
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) 62
A 2D beam-column joint macro-element for the nonlinear analysis of RC frames 62
An automatic discrete macro-element method based procedure for the structural assessment of railway masonry arch bridges 62
A parsimonious discrete model for the seismic assessment of monumental structures 62
Theorems of Restricted Dynamic Shakedown 61
Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks 61
A procedure for multiple damage identification in elastic beams 61
Gaussian and Non Gaussian Stochastic Sensitivity Analysis of Discrete Structural Systems 61
An equivalent non-uniform beam-like model for dynamic analysis of multi-storey irregular buildings 61
On the Approximation of Covariance Kernels 60
Closed form solutions of Euler-Bernoulli beams with singularities 60
Influenza dell’Errore Strumentale sull’Identificazione del Danno in Travi Elastiche 60
FRP-reinforced masonry structures: Numerical modeling by means of a new discrete element approach 60
Euler-Bernoulli Beams with Multiple Singularities in the Flexural Stiffness 59
Exact Solution of the Multi-Cracked Euler-Bernoulli Column 59
Parametric Nature of the Non-Linear Hardening Plastic Constitutive Equations and Their Integration 59
A procedure for the identification of multiple cracks on beams and frames by static measurements 59
Non-Linear System Response for Impulsive Parametric Input 58
Seismic vulnerability of the Concordia temple 58
The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks 58
Discrete macroelement modeling 58
Sufficient Condition for Convergence of The Newton-Raphson Iterative Algorithm in Incremental Elastic-Plastic Analysis 57
A Simple Stochastic Sensitivity Analysis Method for the Optimization of Secondary Structure 57
Exact solutions for the statics of the multi-cracked circular arch 57
Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports 57
Identification of Concentrated Damage in Euler-Bernoulli Beams under Static Loads 56
Exact reconstruction of multiple concentrated damages on beams 56
Solutions of Damaged Beam Structures under Static Loads and their Use for Identification 56
The Non Geometric Spectral Moments in Reliability of MDOF Linear Structures Subjected to Non Stationary Filtered Processes 56
A procedure for crack identification in elastic beams from static measurements 56
A Symplified Analysis for the Evaluation of Stochastic Response of Elasto-Plastic Oscillators 55
Smart beam element approach for lrph device 55
Detecting Multiple Open Cracks in Elastic Beams by Static Tests 54
Analysis of Damaged Vibrating Beams by means of Distributions: Direct and Inverse Problem 54
Soluzioni di Travi Rettilinee con Rigidezze Aleatorie soggette a Carichi Statici 54
Explicit dynamic solutions of damaged beams 54
The Non Geometric Spectral Moments in Reliability of MDOF Linear Structures Subjected to Non Stationary Filtered Processes 53
Dynamic Identification of Multiple Concentrated Damages on Beams 53
Analisi Aleatoria Spettro Compatibile nel Dominio dei Tempi 53
The influence of concentrated cracks on the stability of framed structures 53
A procedure for the identification of concentrated damages on beams by free vibration tests 53
On the use of a roving body with rotary inertia to locate cracks in beams 53
Computational Aspects of the Integration of the Von Mises Linear Hardening Constitutive Laws 53
Response spectra of rigid blocks with uncertain behavior 53
Le Caratteristiche Dinamiche della Trave Rettilinea con un Numero Arbitrario di Danni Concentrati 52
The influence of instrumental errors on the static identification of damage parameters for elastic beams 51
A new discrete macro-node element for the seismic behaviour modelling of reinforced concrete frames 51
A discrete macro element method for modelling ductile steel frames around the openings of URM buildings as low impact retrofitting strategy 51
A parsimonious discrete modeling approach for the structural assessment of curved geometry masonry structures 50
A Review of Simplified Numerical Beam-like Models of Multi-Storey Framed Buildings 49
Envelope Process and First Passage Distribution for Non Stationary Stochastic Processes 49
Numerical macro-modeling of unreinforced masonry structures: a critical appraisal 49
Exact static deflection of non-uniform Euler-Bernoulli beams with flexural stiffness singularities 49
Totale 6.332
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Categoria #
all - tutte 32.198
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 32.198
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020125 0 0 0 0 0 0 0 0 0 0 93 32
2020/2021762 12 82 109 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
2024/20252.902 22 381 182 270 784 439 87 150 242 294 51 0
Totale 8.531