CASTIGLIONI, CARLO ANDREA
 Distribuzione geografica
Continente #
NA - Nord America 6.796
EU - Europa 4.057
AS - Asia 1.618
SA - Sud America 387
AF - Africa 103
OC - Oceania 27
Continente sconosciuto - Info sul continente non disponibili 9
Totale 12.997
Nazione #
US - Stati Uniti d'America 6.599
IT - Italia 1.332
SG - Singapore 705
DE - Germania 605
UA - Ucraina 404
BR - Brasile 336
SE - Svezia 323
FI - Finlandia 278
CN - Cina 245
AT - Austria 223
VN - Vietnam 213
GB - Regno Unito 201
CA - Canada 179
IE - Irlanda 143
FR - Francia 117
ES - Italia 116
TR - Turchia 62
BE - Belgio 60
CI - Costa d'Avorio 60
NL - Olanda 56
JO - Giordania 55
IN - India 53
HK - Hong Kong 50
IR - Iran 38
PT - Portogallo 32
ID - Indonesia 30
JP - Giappone 30
KR - Corea 26
PL - Polonia 24
GR - Grecia 22
AU - Australia 19
RO - Romania 19
CZ - Repubblica Ceca 18
RU - Federazione Russa 18
CY - Cipro 16
PH - Filippine 15
CO - Colombia 13
MX - Messico 13
TW - Taiwan 13
CH - Svizzera 12
AR - Argentina 8
EC - Ecuador 8
EG - Egitto 8
IQ - Iraq 8
LT - Lituania 8
NZ - Nuova Zelanda 8
BG - Bulgaria 7
CL - Cile 7
MA - Marocco 7
ZA - Sudafrica 7
AE - Emirati Arabi Uniti 6
AL - Albania 6
EU - Europa 6
NO - Norvegia 6
PE - Perù 6
DK - Danimarca 5
NP - Nepal 5
PK - Pakistan 5
UG - Uganda 5
UZ - Uzbekistan 5
AZ - Azerbaigian 4
BD - Bangladesh 4
BJ - Benin 4
KG - Kirghizistan 4
LV - Lettonia 4
MO - Macao, regione amministrativa speciale della Cina 4
TH - Thailandia 4
VE - Venezuela 4
IL - Israele 3
MY - Malesia 3
RS - Serbia 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
A1 - Anonimo 2
BO - Bolivia 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
HU - Ungheria 2
KZ - Kazakistan 2
LA - Repubblica Popolare Democratica del Laos 2
ME - Montenegro 2
NG - Nigeria 2
PA - Panama 2
PY - Paraguay 2
QA - Qatar 2
AM - Armenia 1
AO - Angola 1
BH - Bahrain 1
BW - Botswana 1
EE - Estonia 1
HR - Croazia 1
KE - Kenya 1
KH - Cambogia 1
LK - Sri Lanka 1
MD - Moldavia 1
ML - Mali 1
MU - Mauritius 1
NI - Nicaragua 1
SA - Arabia Saudita 1
Totale 12.991
Città #
Woodbridge 696
Chandler 620
Fairfield 549
Ashburn 452
Wilmington 402
Singapore 394
Houston 393
Ann Arbor 336
Santa Clara 278
Milan 240
Jacksonville 237
Vienna 219
Seattle 210
Cambridge 203
Dearborn 200
Boardman 195
Council Bluffs 177
Ottawa 156
Dublin 142
Lawrence 140
Dong Ket 135
Munich 132
Helsinki 122
Medford 113
Beijing 87
Málaga 83
Frankfurt am Main 62
Abidjan 60
Redwood City 56
Amman 54
Rome 54
New York 45
San Diego 45
Salerno 43
Menlo Park 42
Hong Kong 41
Princeton 39
Des Moines 36
Brussels 35
Amsterdam 32
Lisbon 27
Shanghai 25
Florence 23
Genoa 23
Norwalk 23
Jakarta 21
Verona 21
Los Angeles 20
São Paulo 20
Turku 20
Bologna 19
Redmond 19
London 17
Barcelona 16
Warsaw 16
Grafing 15
Leawood 15
Lecce 15
Nürnberg 15
Serra 14
Auburn Hills 13
Falkenstein 13
Padova 13
Pavia 13
Trieste 13
Athens 12
Pusan 12
Rio de Janeiro 12
Belo Horizonte 11
Lappeenranta 11
Miami 11
Bari 10
Berlin 10
Brno 10
Fremont 10
Hefei 10
Scarlino 10
Harbin 9
Mountain View 9
Naples 9
The Dalles 9
Tokyo 9
Verdello 9
Brasília 8
Duncan 8
Osaka 8
San Jose 8
Sydney 8
Udine 8
Wroclaw 8
Bergamo 7
Como 7
Guangzhou 7
Inzago 7
Izmir 7
Leeds 7
Samarate 7
Aachen 6
Bogotá 6
Bolzano 6
Totale 8.310
Nome #
Applicazione delle recenti Linee Guida al caso studio di un ponte metallico a doppio impalcato stradale e ferroviario 284
Experimental assessment of the seismic behavior of unbraced steel storage pallet racks 183
Seismic behaviour of steel storage pallet racking systems (SEISRACKS2) 176
Estimating bridge stress histories at remote locations from vibration sparse monitoring 159
Assessment of the seismic behaviour of braced steel storage racking systems by means of full scale push over tests 151
Behaviour of beam-to-column joints in moment-resisting steel frames 147
Lightweight GRP poles for aerial telecommunication network 145
A Risk Consistant Approach to determine Behaviour Factors for Innovative Steel Lateral Load Resisting Systems 145
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses 139
INFLUENCE OF RESIDUAL STRESSES ON THE FATIGUE LIFE OF COLD FORMED PROFILES USED IN AUTOMATED WAREHOUSES 137
Experimental results of full scale push overtests of project SEISRACKS2 RFSR-CT-2011-00031 (Seismic behaviour of steel-storage pallet racking systems) 132
Continuous Monitoring of Service Conditions of a Steel Storage Racking System 131
Long term mechanical properties of GRP in poles for aerial telecommunication network 123
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution 123
A combined experimental-numerical study on unbraced pallet rack under pushover loads 122
Seismic resistant composite steel frames with dissipative devices 119
Reducing the seismic vulnerability of existing elevated silos by means of base isolation devices 119
A comprehensive framework for living wall design: Bridging standards, current approaches, and unexplored frontiers in architectural and structural practices 118
Analisi sperimentale del comportamento a fatica oligociclica, con cicli di ampiezza variabile, di nodi trave-colonna saldati 117
Performance of multi-storey composite steel-concrete frames with dissipative fuse devices 117
Experimental Analysis of Seismic Resistant Composite Steel Frames with Dissipative Devices 116
Environmental benefits arising from demountable steel-concrete composite floor systems in buildings 116
Prove sperimentali dinamiche su scaffalature industriali 115
Simulazioni numeriche e misure sperimentali delle tensioni residue in profili formati a freddo 115
Experimental assessment of static friction between pallet and beams in racking systems 111
Behaviour of steel beam-to-column joints under cyclic reversal loading: an experimental study 110
An approach to the seismic design of steel structures based on cumulative damage criteria 109
Ductility and Load Carrying Capacity Prediction of Steel Beam-to-Column Connections under Cyclic Reversal Loading 109
The “SEISRACKS2” EU-RFCS Research Project “Seismic Bevaviour of Steel Storage Pallet Racking System 108
An approach for the seismic design of steel storage pallet racks 106
An adjusted design approach for concentrically braced frames in low-to-moderate seismicity areas 106
Experimental Assessment of Tolerances for the fabrication of Laser-Cut Steel Joints 105
A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems 105
Caratterizzazione del comportamento dinamico di scaffalature metalliche porta-pallets mediante push-over tests 104
A preliminary assessment of slenderness and overstrength homogeneity criteria used in the design of concentrically braced steel frames in moderate seismicity 104
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames 104
A Stochastic model for estimating the fatigue life of Structural Steel Details 103
Project EU-RFCS "SEISRACKS2": Seismic behaviour of steel storage pallet racking systems 103
Progetto 3° Classificato 103
Fabrication of laser cut I-beam-to-CHS-column steel joints with minimized welding 101
Behavior of exterior partial-strength composite beam-to-column connections: experimental study and numerical simulations 98
Earthquake-induced pallet sliding in industrial racking systems 98
Influence of repairable bolted dissipative beam splices (structural fuses) on reducing the seismic vulnerability of steel-concrete composite frames 95
Shaking table tests for seismic performance evaluation of steel frames 93
An approach for the seismic design of steel storage pallet racks 91
Unmanned Aerial Vehicle (UAV) Application To The Structural Health Assessment Of Large Civil Engineering Structures 90
Failure criteria and cumulative damage models for steel components under cyclic loading 90
Changing Cities for Resilience against Climate Changes: Architectural, Engineering and Human Health Implications The H2020 Project HARMONIA 89
Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames 89
Low cycle fatigue of structural steel components: a method for re-analysis of test data and design approach based on ductility 88
Full Scale Experimental Assessment of Concentrically Braced Steel Frames Designed for Moderate Seismicity 88
Behaviour Factor Evaluation of Moment Resisting Frames having Dissipative Elements 88
Nonlinear dynamic response of dissipative devices for seismic resistant steel frames: experimental behaviour and numerical simulation 88
Seismic design criteria based on cumulative damage concepts 87
Evaluation of Fatigue Cracking at Cross Diaphragms of a Multigirder Steel Bridge 86
Comportamento al fuoco di magazzini autoportanti 86
Dynamic response of composite frames with different shear connection degree 85
Changing Cities for Resilience against Climate Changes: Architectural, Engineering and Human Health Implications The H2020 Project HARMONIA 84
Design of Steel and Composite Structures with Limited Ductility Requirements for Optimized Performances in Moderate Earthquake Areas – The "Meakado" Project 84
Structural Health Assessment And Vulnerability Analysis Of Reinforced Concrete Cooling Tower And Flue Gas Stack Of A Thermal Power Plant (Tpp): A Case Study 84
Experimental results on centrifugated GFRP poles for electric lifelines 83
Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames 82
STRUTTURE IN ACCIAIO: FATICA OLIGOCICLICA 81
A Procedure for the Assessment of the Behaviour Factor for Steel MRF Systems Based on Pushover Analysis” 80
Cyclic tests on composite steel-concrete semi-rigid exterior beam-to-column joints 79
Analysis of cyclic procedures for steel and composite members and connections 79
Damage Assessment in Steel Members under Seismic Loading 78
63) Design and damage assessment of structural steel components under seismic actions 77
Seismic retrofit of industrial silos by means of base isolation devices 77
Circular Hollow Section joint fabrication using laser cutting technology: Tolerance assessment 77
An analysis of Fatigue Recommendations considering new-datA 76
Variable Amplitude, low-cycle fatigue testing of welded steel beam-to-column joints 76
Modellazione numerica di silos e serbatoi in acciaio soggetti ad azioni sismiche 76
Behaviour of seismic resistant braced frames with innovative dissipative (INERD) connections 75
Steel Storage Pallet Racking Systems in Seismic Areas: Full Scale Push-over Tests and Numerical Simulations 75
Seismic behaviour of welded beam-to-columns joints: experimental and numerical analysis 74
Continuos monitoring of a Steel Storage Racking System under Service Conditions 74
Parametric analysis of weld toe stress concentration in longitudinal attachments 73
Optimal Design of Concentrically Braced Steel Frames in Moderate Earthquake Areas 73
Analise experimental do comportamento de vigas de betao renforcadas con varoes de fibra de vidro 72
Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks 72
Analysis procedure of the low-cycle fatigue behaviour for structural elements and connections 72
Design of concentrically braced steel frames for optimized performances in moderate earthquake areas 72
Behavior of partial-strength composite beam-to-colum joints under cyclic loading 71
On the Assessment of Structural Design Factors for Steel Structures 71
Numerical and experimental results of the FUSEIS project: Dissipative devices for seismic resistant frames 71
Dissipative devices for seismic-resistant steel frames (Fuseis) 71
Seismic behaviour of steel braced frames with ductile inerd connections 70
A new hybrid testing procedure for the low cycle fatigue behavior of structural elements and connections 70
Laser technology for innovative connections in steel construction: An overview of the project LASTEICON 70
“Experimental tests on the seismic behaviour of steel braced frames with ductile INERD™ connections” 69
Innovative energy dissipation systems (FUSEIS 1) 69
Failure criteria and cumulative damage models for steel components under low-cycle fatigue 68
Le Costruzioni Metalliche in Zona Sismica: un criterio basato sulla accumulazione del danno. 68
Analisi parametrica della concentrazione delle tensioni al piede di saldatura in attacchi longitudinali 67
Low cycle fatigue strength assessment of cruciform welded joints 67
Low cycle fatigue and fracture of structural steel members and connections 66
Seismic behaviour of steel storage racking systems 65
Joints under cyclic reversal loading in steel storage pallet racks 64
A unified approach for the design of steel structures under low/or high cycle fatigue 64
Totale 9.735
Categoria #
all - tutte 43.314
article - articoli 20.629
book - libri 1.019
conference - conferenze 20.353
curatela - curatele 0
other - altro 0
patent - brevetti 158
selected - selezionate 0
volume - volumi 1.155
Totale 86.628


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020392 0 0 0 0 0 0 0 0 0 0 267 125
2020/20211.517 125 38 146 80 155 111 124 118 72 162 113 273
2021/20221.319 81 151 65 75 230 63 37 86 61 100 107 263
2022/20231.669 204 98 68 154 182 243 33 110 278 123 119 57
2023/20241.077 95 213 55 82 62 151 34 84 29 82 9 181
2024/20252.724 61 86 97 74 537 171 186 353 511 222 426 0
Totale 13.215