IRIS
GUARRACINO, FEDERICO
 Distribuzione geografica
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Continente #
AS - Asia 3.492
EU - Europa 2.762
NA - Nord America 2.631
SA - Sud America 437
AF - Africa 58
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 2
Totale 9.387
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Nazione #
US - Stati Uniti d'America 2.502
SG - Singapore 2.064
RU - Federazione Russa 1.262
CN - Cina 731
IT - Italia 608
BR - Brasile 357
HK - Hong Kong 340
UA - Ucraina 174
VN - Vietnam 174
FI - Finlandia 161
DE - Germania 155
IE - Irlanda 94
CA - Canada 87
NL - Olanda 85
GB - Regno Unito 68
AR - Argentina 41
SE - Svezia 41
FR - Francia 40
IN - India 31
MX - Messico 24
KR - Corea 22
ID - Indonesia 19
BD - Bangladesh 17
PL - Polonia 17
EC - Ecuador 14
JP - Giappone 13
TR - Turchia 13
ZA - Sudafrica 12
ES - Italia 11
JO - Giordania 10
LT - Lituania 10
MA - Marocco 10
IQ - Iraq 9
PK - Pakistan 8
IR - Iran 7
PY - Paraguay 7
CZ - Repubblica Ceca 6
TN - Tunisia 6
CI - Costa d'Avorio 5
CL - Cile 5
CO - Colombia 5
KE - Kenya 5
UZ - Uzbekistan 5
AE - Emirati Arabi Uniti 4
AL - Albania 4
GA - Gabon 4
SA - Arabia Saudita 4
VE - Venezuela 4
CR - Costa Rica 3
HN - Honduras 3
HU - Ungheria 3
IS - Islanda 3
PE - Perù 3
RO - Romania 3
AD - Andorra 2
AU - Australia 2
DZ - Algeria 2
EG - Egitto 2
ET - Etiopia 2
EU - Europa 2
IL - Israele 2
MY - Malesia 2
NG - Nigeria 2
OM - Oman 2
PA - Panama 2
PF - Polinesia Francese 2
SY - Repubblica araba siriana 2
TJ - Tagikistan 2
AF - Afghanistan, Repubblica islamica di 1
AT - Austria 1
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
BG - Bulgaria 1
BJ - Benin 1
BN - Brunei Darussalam 1
BW - Botswana 1
BZ - Belize 1
CH - Svizzera 1
CY - Cipro 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GD - Grenada 1
GT - Guatemala 1
HR - Croazia 1
JM - Giamaica 1
KG - Kirghizistan 1
LC - Santa Lucia 1
LU - Lussemburgo 1
LV - Lettonia 1
MD - Moldavia 1
ME - Montenegro 1
ML - Mali 1
MN - Mongolia 1
MQ - Martinica 1
MT - Malta 1
MU - Mauritius 1
NI - Nicaragua 1
NO - Norvegia 1
Totale 9.373
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Città #
Singapore 890
Chandler 404
Hong Kong 338
Moscow 338
Beijing 190
Jacksonville 183
Ashburn 145
Hefei 139
Santa Clara 122
Princeton 120
Naples 101
Nanjing 95
Millbury 93
Boston 89
Amsterdam 76
Los Angeles 73
Buffalo 65
Wilmington 61
Ottawa 58
Ho Chi Minh City 57
The Dalles 57
Napoli 37
Munich 35
Redondo Beach 34
Hanoi 33
Nanchang 31
Rome 30
São Paulo 30
Shenyang 29
Des Moines 26
Misterbianco 26
Seattle 25
Frankfurt am Main 22
Kronberg 21
Tianjin 21
New York 20
Norwalk 20
Seoul 18
Chicago 17
Hebei 17
Helsinki 17
Houston 16
London 16
Lawrence 15
Woodbridge 15
Mexico City 14
Warsaw 14
Jinan 12
Turku 12
Dallas 11
Dublin 11
Tokyo 11
Toronto 11
Zhengzhou 11
Amman 10
Belo Horizonte 10
Curitiba 10
Falkenstein 10
Rio de Janeiro 10
Stockholm 10
Brasília 9
Jiaxing 9
Mumbai 9
Falls Church 8
Montreal 8
Orange 8
Palermo 8
San Jose 8
Bari 7
Biên Hòa 7
Boardman 7
Kunming 7
Milan 7
Redwood City 7
San Giuseppe Vesuviano 7
Cagliari 6
Council Bluffs 6
Da Nang 6
Guarulhos 6
Johannesburg 6
Ninh Bình 6
Orem 6
Phoenix 6
Quito 6
San Francisco 6
Thái Nguyên 6
Atlanta 5
Cesa 5
Changsha 5
Chengdu 5
Espoo 5
Guangzhou 5
Hangzhou 5
Marseille 5
Messina 5
Ningbo 5
Prague 5
Pune 5
Salerno 5
Taizhou 5
Totale 4.684
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Nome #
From static buckling to nonlinear dynamics of circular rings 121
Sull’analisi statica e dinamica di impalcati sospesi soggetti ad azioni longitudinali e trasversali 120
Residual effects in shakedown: a theoretical approach and experimental results 118
A COMPLEX REPRESENTATION IN POROUS ELASTICITY 114
Una nuova formulazione teorica per l’analisi del comportamento meccanico delle ossa trabecolari. 111
Revisitation of elastic buckling of circular rings: Some analytical and numerical issues 110
An orthotropic constitutive model for trabecular bone tissues 109
NONLINEAR FE ANALYSIS OF A MASONRY SPIRAL STAIRCASE IN NISIDA: A REFINED NUMERICAL CASE STUDY 105
Geological analysis and stability assessment of a sea arch in Palinuro, southern Italy 105
Use of elasticity theory in the localization of inclusions or defects in solids: theory and experiments 103
A proof of the Boussinesque's Assumption for elastic bodies with applied dislocations 97
The role of viscoelasticity and stress gradients on the outcome of conductive keratoplasty 95
Un problema assisimmetrico di contatto per uno strato elastico risolto mediante una serie di Neumann 94
Investigation on the Plastic Buckling Paradox for Metal Cylinders 94
Finite element modelling techniques and testing methods of submerged pipes 92
On the equilibrium bifurcation of axially deformable holonomic systems: solution of a long-standing enigma 92
A general three-dimensional approach to the analysis of porous media with locally variable volume fraction 91
THE INFLUENCE OF LOCALISED EFFECTS ON THE RESPONSE AND STABILITY OF THIN-WALLED TUBES 90
Analysis of testing methods of pipelines for limit state design. 88
Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek-Brown failure criterion 87
A simplified analysis of lateral movements of a suspended footbridge 87
Analysis of the elastic-plastic limit threshold of inhomogeneous rings under external pressure 85
Burrowing below ground: interaction between soil mechanics and evolution of subterranean mammals 85
Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach 84
A complete set of corollaries of the reciprocal theorems in elasticity 84
A simple analysis of soil structure interaction by BEM-FEM coupling 84
Stability of tunnels according to depth and variability of rock mass parameters 83
La modellazione della prova di pullout. Carico limite e propagazione della frattura 82
A new constitutive model for porous media 82
Buckling and Post-buckling of Circular Rings: Some Differential Geometry Issues 81
Analysis of the influence of boundary conditions on the response and stability of thin-walled beams 81
Analysis of submarine pipe failure : the case of Capri 79
8th European Solid Mechanics Conference 79
Un problema assisimmetrico di contatto per uno strato elastico risolto mediante una serie di Neumann 77
Analysis of the influence of residual curvature on pipeline laying 77
L'interazione limite in flessione e taglio 76
Flaw identification in elastic solids; theory and experiments 75
Non-linear analysis of offshore pipelines during installation. 75
Large Scale Risk Prevention 75
An initial post-buckling analysis of plate assemblages suitable for symbolic computation. 74
Interazione trave-terreno in regime elasto plastico mediante gli elementi di contorno 74
The Seismic Isolation of the ENEL Skyscrapers in Naples: Assessment of a Simple Model 74
Theoretical tools in structural identification problems 73
Experimental testing and damage evaluation for a typology of damping devices 72
La risposta al bradisismo delle strutture elastoplastiche 72
An Analytical Approach to the Analysis of Inhomogeneous Pipes under External Pressure 71
Numerical and Theoretical Modelling of the Web‐Post Buckling of Stainless Steel Cellular Beams 69
An application on soil-structure interaction by BEM-FEM coupling 69
On the bounding of limit multipliers for combined loading 69
On the seismic isolation of blocks of buildings 69
A simplified analytical approach to liner wrinkling of CRA lined pipes 68
An efficient iteration procedure for form finding of slack cables under concentrated forces 67
Assessment of the Limit Load of Cylindrical Tubes Under Bending: Theoretical Background, Experimental Data, and Finite Elements Analyses 67
Characterisation of Ring Testing in the Design of Offshore Oil Transportation Systems 67
A simple procedure for the non-linear optimization of cable tension for suspended bridges 66
Energy methods in structural mechanics 66
Analisi della ovalizzazione di condotte circolari in regime di spostamenti finiti 66
The torsional instability of a cruciform column in the plastic range: Analysis of an old conundrum 66
A refined analytical analysis of submerged pipelines in seabed laying 65
A proposal for a simple characterization of stainless steel connections through an equivalent yield strength 64
A model for the non-linear analysis of flexible pipes 64
Experimental testing of plastic buckling of moderately thick circular rings under uniform lateral loading 64
La teoria delle dislocazioni: un paradigma microrelativistico in meccanica dei continui. 63
Hydrostatic Collapse of Deepwater Pipelines: A Rigorous Analytical Approach 63
Member of the Editorial Board 63
Parametric analysis of the dynamic behaviour of ENEL towers in Naples by means of a “minimum” model 63
An anisotropic damage model by a gradient approach 63
Analogie tra processi economici e decisionali e sistemi della meccanica classica 63
Sui principi variazionali per spostamenti finiti. Tesi di Dottorato in Ingegneria delle Strutture 63
Influence of Boundary Conditions on the Instability of Circular Cylindrical Shells 62
On a general property of a class of homogenized porous media 62
Considerations on the relativistic behaviour of particle-like defects in elastic media. 62
A Simple Formula for Complementing FE Analyses in the Estimation of the Effects of Local Conditions in Circular Cylindrical Shells 62
Considerations on the influence of the interaction between bending moment and axial force on the limit resistance of frame structures under combined loads according to EC3 prescriptions 62
An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading 62
Some Comments on the Numerical Analysis of Plates and Thin-Walled Structures 61
Modellazione costitutiva elastica e ultra-elastica di materiali con microstruttura: effetti sulle costruzioni 61
Sull'interazione statica e dinamica suolo struttura tramite operatore B.E.M. simmetrico 60
Non-linear analysis of offshore pipelines during installation 60
A qualitative criterion in stability analysis of holonomic systems 59
An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading 59
Considerations on the Numerical Analysis of Initial Post-Buckling Behaviour in Plates and Beams 58
Relativistic characterisation of the energy of soliton-like defects in continuous media 58
Effects of boundary conditions on testing of pipes and finite elements modelling 58
Strength and Reliability of Transit Pipelines 58
A NUMERICAL INVESTIGATION INTO THE PLASTIC BUCKLING PARADOX FOR CYLINDRICAL SHELLS 58
On the relativistic description of motion of soliton-like defects in elastic media 57
On the extension of Crotti’s theorem to the theory of finite elastic displacements 57
Numerical Evaluation of Plastic Buckling of Short Cylinders under Combined Loading 57
La curva elastica esatta della condotta sottomarina in fase di varo 56
Ultimate bending resistance of pipes: Testing arrangements and design approaches. A multi-year perspective 55
Some Considerations on the Plastic Buckling of Cylindrical Shells 55
Change in collapse pattern for inhomogeneous cylinders under external pressure 55
The International Colloquium on Stability and Ductility of Steel Structures – SDSS 2016 55
Application of Artificial Intelligence to Support Design and Analysis of Steel Structures 54
Assessment of Design Approaches for Stainless‐Steel Joints Through an Equivalent FE Modelling Technique 54
On the analysis of cylindrical tubes under flexure: theoretical formulations, experimental data and finite elements analysis 54
La teoria dell'elasticità tra fisica e ingegneria 54
Stability Analysis of Circular Beams with Mixed-Mode Imperfections under Uniform Lateral Pressure 54
On Elastoplastic Buckling Analysis of Cylinders Under Nonproportional Loading by Differential Quadrature Method 54
Totale 7.377
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Categoria #
all - tutte 32.875
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 32.875
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021172 0 0 0 0 0 0 51 3 47 9 57 5
2021/2022584 11 4 7 4 9 10 5 28 96 46 68 296
2022/2023939 148 96 18 102 83 98 29 100 109 79 68 9
2023/2024485 13 85 57 33 42 8 8 87 3 4 101 44
2024/20252.964 187 276 16 24 29 150 314 197 307 201 968 295
2025/20263.145 612 455 469 483 853 262 11 0 0 0 0 0
Totale 9.559