CASTIGLIONI, CARLO ANDREA
 Distribuzione geografica
Continente #
NA - Nord America 5399
EU - Europa 2849
AS - Asia 630
SA - Sud America 18
OC - Oceania 12
AF - Africa 10
Continente sconosciuto - Info sul continente non disponibili 8
Totale 8926
Nazione #
US - Stati Uniti d'America 5226
IT - Italia 1012
UA - Ucraina 401
DE - Germania 343
SE - Svezia 318
AT - Austria 217
VN - Vietnam 212
CA - Canada 171
CN - Cina 168
GB - Regno Unito 158
FI - Finlandia 130
BE - Belgio 64
JO - Giordania 55
TR - Turchia 47
IN - India 44
NL - Olanda 36
FR - Francia 35
IR - Iran 29
PT - Portogallo 29
KR - Corea 26
ES - Italia 21
RO - Romania 19
GR - Grecia 17
PL - Polonia 16
CO - Colombia 12
JP - Giappone 11
CY - Cipro 10
AU - Australia 7
TW - Taiwan 7
EU - Europa 6
NO - Norvegia 6
CH - Svizzera 5
ID - Indonesia 5
NZ - Nuova Zelanda 5
PH - Filippine 5
RU - Federazione Russa 5
UG - Uganda 5
SG - Singapore 4
AL - Albania 3
CL - Cile 3
DK - Danimarca 3
HK - Hong Kong 3
SI - Slovenia 3
A1 - ???statistics.table.value.countryCode.A1??? 2
BG - Bulgaria 2
BR - Brasile 2
IE - Irlanda 2
MA - Marocco 2
MX - Messico 2
RS - Serbia 2
TH - Thailandia 2
EG - Egitto 1
HR - Croazia 1
HU - Ungheria 1
IL - Israele 1
MU - Mauritius 1
MY - Malesia 1
PE - Perù 1
SO - Somalia 1
Totale 8926
Città #
Woodbridge 696
Chandler 620
Fairfield 549
Wilmington 402
Houston 393
Ann Arbor 336
Ashburn 240
Jacksonville 237
Vienna 215
Cambridge 203
Dearborn 200
Seattle 190
Milan 167
Ottawa 156
Lawrence 140
Dong Ket 135
Medford 113
Beijing 85
Redwood City 56
Amman 54
Brussels 44
San Diego 44
Menlo Park 42
Salerno 41
Princeton 39
Des Moines 36
Rome 36
Amsterdam 25
Lisbon 24
Norwalk 23
Redmond 19
Verona 16
Warsaw 16
Grafing 15
Leawood 15
Nürnberg 15
Auburn Hills 13
Pavia 13
Serra 13
Pusan 12
Shanghai 12
Barcelona 11
London 11
Florence 10
Hefei 10
Lecce 10
Padova 10
Scarlino 10
Boardman 9
Harbin 9
Los Angeles 9
Mountain View 9
Bologna 8
Duncan 8
Fremont 8
Osaka 8
Udine 8
Bari 7
Como 7
Helsinki 7
Inzago 7
Samarate 7
Aachen 6
Athens 6
Bogotá 6
Casalmaggiore 6
Hasselt 6
Hebei 6
Medellín 6
Trieste 6
Acireale 5
Cariati 5
Guangzhou 5
Izmir 5
Kaiserslautern 5
Karlsruhe 5
Konya 5
Leeds 5
Mondovì 5
Nanjing 5
Policoro 5
Wattrelos 5
Çankaya 5
Delft 4
Indiana 4
Kunming 4
Lucino 4
Meda 4
Messina 4
Modena 4
Montréal 4
Pasian Di Prato 4
Seongnam 4
Thessaloniki 4
Torre Del Greco 4
Trescore Balneario 4
Asti 3
Bangalore 3
Berkeley 3
Bogen 3
Totale 6060
Nome #
Experimental assessment of the seismic behavior of unbraced steel storage pallet racks 150
Seismic behaviour of steel storage pallet racking systems (SEISRACKS2) 134
Assessment of the seismic behaviour of braced steel storage racking systems by means of full scale push over tests 126
A Risk Consistant Approach to determine Behaviour Factors for Innovative Steel Lateral Load Resisting Systems 121
Lightweight GRP poles for aerial telecommunication network 116
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses 115
Behaviour of beam-to-column joints in moment-resisting steel frames 111
Experimental Analysis of Seismic Resistant Composite Steel Frames with Dissipative Devices 106
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution 104
Continuous Monitoring of Service Conditions of a Steel Storage Racking System 104
Experimental results of full scale push overtests of project SEISRACKS2 RFSR-CT-2011-00031 (Seismic behaviour of steel-storage pallet racking systems) 102
Performance of multi-storey composite steel-concrete frames with dissipative fuse devices 101
Long term mechanical properties of GRP in poles for aerial telecommunication network 97
Analisi sperimentale del comportamento a fatica oligociclica, con cicli di ampiezza variabile, di nodi trave-colonna saldati 95
Seismic resistant composite steel frames with dissipative devices 95
Reducing the seismic vulnerability of existing elevated silos by means of base isolation devices 95
Ductility and Load Carrying Capacity Prediction of Steel Beam-to-Column Connections under Cyclic Reversal Loading 94
Prove sperimentali dinamiche su scaffalature industriali 92
Environmental benefits arising from demountable steel-concrete composite floor systems in buildings 91
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames 89
Fabrication of laser cut I-beam-to-CHS-column steel joints with minimized welding 89
Experimental assessment of static friction between pallet and beams in racking systems 89
Applicazione delle recenti Linee Guida al caso studio di un ponte metallico a doppio impalcato stradale e ferroviario 88
Behaviour of steel beam-to-column joints under cyclic reversal loading: an experimental study 87
Caratterizzazione del comportamento dinamico di scaffalature metalliche porta-pallets mediante push-over tests 86
Project EU-RFCS "SEISRACKS2": Seismic behaviour of steel storage pallet racking systems 86
A Stochastic model for estimating the fatigue life of Structural Steel Details 84
An approach to the seismic design of steel structures based on cumulative damage criteria 84
INFLUENCE OF RESIDUAL STRESSES ON THE FATIGUE LIFE OF COLD FORMED PROFILES USED IN AUTOMATED WAREHOUSES 84
Behavior of exterior partial-strength composite beam-to-column connections: experimental study and numerical simulations 83
The “SEISRACKS2” EU-RFCS Research Project “Seismic Bevaviour of Steel Storage Pallet Racking System 82
Experimental Assessment of Tolerances for the fabrication of Laser-Cut Steel Joints 79
Evaluation of Fatigue Cracking at Cross Diaphragms of a Multigirder Steel Bridge 78
A combined experimental-numerical study on unbraced pallet rack under pushover loads 78
A preliminary assessment of slenderness and overstrength homogeneity criteria used in the design of concentrically braced steel frames in moderate seismicity 77
An adjusted design approach for concentrically braced frames in low-to-moderate seismicity areas 76
Influence of repairable bolted dissipative beam splices (structural fuses) on reducing the seismic vulnerability of steel-concrete composite frames 76
Experimental results on centrifugated GFRP poles for electric lifelines 75
Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames 73
Dynamic response of composite frames with different shear connection degree 72
Shaking table tests for seismic performance evaluation of steel frames 70
Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames 69
Failure criteria and cumulative damage models for steel components under cyclic loading 69
An approach for the seismic design of steel storage pallet racks 68
Full Scale Experimental Assessment of Concentrically Braced Steel Frames Designed for Moderate Seismicity 68
Unmanned Aerial Vehicle (UAV) Application To The Structural Health Assessment Of Large Civil Engineering Structures 67
A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems 67
Design of Steel and Composite Structures with Limited Ductility Requirements for Optimized Performances in Moderate Earthquake Areas – The "Meakado" Project 65
Low cycle fatigue of structural steel components: a method for re-analysis of test data and design approach based on ductility 64
Seismic design criteria based on cumulative damage concepts 64
Progetto 3° Classificato 64
Earthquake-induced pallet sliding in industrial racking systems 64
Simulazioni numeriche e misure sperimentali delle tensioni residue in profili formati a freddo 64
Parametric analysis of weld toe stress concentration in longitudinal attachments 62
Behaviour Factor Evaluation of Moment Resisting Frames having Dissipative Elements 62
Circular Hollow Section joint fabrication using laser cutting technology: Tolerance assessment 62
Cyclic tests on composite steel-concrete semi-rigid exterior beam-to-column joints 61
Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks 61
Seismic retrofit of industrial silos by means of base isolation devices 61
Behaviour of seismic resistant braced frames with innovative dissipative (INERD) connections 60
Variable Amplitude, low-cycle fatigue testing of welded steel beam-to-column joints 60
Innovative energy dissipation systems (FUSEIS 1) 60
Nonlinear dynamic response of dissipative devices for seismic resistant steel frames: experimental behaviour and numerical simulation 60
Low cycle fatigue strength assessment of cruciform welded joints 58
Failure criteria and cumulative damage models for steel components under low-cycle fatigue 57
Structural Health Assessment And Vulnerability Analysis Of Reinforced Concrete Cooling Tower And Flue Gas Stack Of A Thermal Power Plant (Tpp): A Case Study 57
On the Assessment of Structural Design Factors for Steel Structures 56
Dissipative devices for seismic-resistant steel frames (Fuseis) 56
Seismic behaviour of welded beam-to-columns joints: experimental and numerical analysis 55
“Experimental tests on the seismic behaviour of steel braced frames with ductile INERD™ connections” 55
Steel Storage Pallet Racking Systems in Seismic Areas: Full Scale Push-over Tests and Numerical Simulations 55
STRUTTURE IN ACCIAIO: FATICA OLIGOCICLICA 55
Seismic behaviour of steel braced frames with ductile inerd connections 54
Analysis of cyclic procedures for steel and composite members and connections 53
Seismic behaviour of steel storage racking systems 53
Behavior of partial-strength composite beam-to-colum joints under cyclic loading 52
Design of concentrically braced steel frames for optimized performances in moderate earthquake areas 52
Comportamento al fuoco di magazzini autoportanti 52
An analysis of Fatigue Recommendations considering new-datA 51
Low cycle fatigue and fracture of structural steel members and connections 50
63) Design and damage assessment of structural steel components under seismic actions 50
Damage Assessment in Steel Members under Seismic Loading 50
An approach for the seismic design of steel storage pallet racks 50
Continuos monitoring of a Steel Storage Racking System under Service Conditions 50
A Procedure for the Assessment of the Behaviour Factor for Steel MRF Systems Based on Pushover Analysis” 50
Joints under cyclic reversal loading in steel storage pallet racks 48
Seismic Behaviour of Concentrically Braced Frames In the Moderate Seismicity Context 48
Analise experimental do comportamento de vigas de betao renforcadas con varoes de fibra de vidro 47
Dynamic tests on steel pallet racks 47
Analysis procedure of the low-cycle fatigue behaviour for structural elements and connections 47
Changing Cities for Resilience against Climate Changes: Architectural, Engineering and Human Health Implications The H2020 Project HARMONIA 46
Analisi parametrica della concentrazione delle tensioni al piede di saldatura in attacchi longitudinali 46
Numerical and experimental results of the FUSEIS project: Dissipative devices for seismic resistant frames 46
Optimal Design of Concentrically Braced Steel Frames in Moderate Earthquake Areas 46
Seismic analyses of composite frames with partial-strength connections and partial interaction 45
Le Costruzioni Metalliche in Zona Sismica: un criterio basato sulla accumulazione del danno. 45
Three dimensional nonlinear dynamic modeling of a vertically isolated ancient statue displayed in a base isolated museum building 44
Laser technology for innovative connections in steel construction: An overview of the project LASTEICON 44
Dissipazione di energia in nodi trave-colonna saldati: risultati sperimentali e teorici 43
Cyclic testing of steel storage racks. Beam-to-upright subassemblages. An innovative cyclic testing procedure 43
Totale 7092
Categoria #
all - tutte 15172
article - articoli 6865
book - libri 406
conference - conferenze 7422
curatela - curatele 0
other - altro 0
patent - brevetti 53
selected - selezionate 0
volume - volumi 426
Totale 30344


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2017/2018421 0000 00 00 1067321725
2018/20191005 153310671 6778 3524 41139193203
2019/20201876 10216946110 211228 209116 20489267125
2020/20211517 1253814680 155111 124118 72162113273
2021/20221319 811516575 23063 3786 61100107263
2022/20231372 2049868154 182243 39114 270000
Totale 9117