UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 5.367
EU - Europa 2.373
AS - Asia 1.767
SA - Sud America 313
AF - Africa 50
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 4
Totale 9.883
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.339
IT - Italia 833
SG - Singapore 672
CN - Cina 456
RU - Federazione Russa 424
UA - Ucraina 295
BR - Brasile 273
DE - Germania 181
IE - Irlanda 167
SE - Svezia 142
VN - Vietnam 140
TR - Turchia 125
KR - Corea 122
FI - Finlandia 119
HK - Hong Kong 80
IN - India 60
GB - Regno Unito 48
NL - Olanda 36
DZ - Algeria 30
JP - Giappone 27
IR - Iran 23
AT - Austria 22
CA - Canada 20
FR - Francia 18
BE - Belgio 16
BD - Bangladesh 14
PT - Portogallo 13
PK - Pakistan 11
PE - Perù 9
AR - Argentina 8
NZ - Nuova Zelanda 8
IQ - Iraq 7
PL - Polonia 7
RS - Serbia 7
TW - Taiwan 7
VE - Venezuela 7
ZA - Sudafrica 7
CZ - Repubblica Ceca 6
EG - Egitto 6
RO - Romania 6
TN - Tunisia 6
EC - Ecuador 5
ES - Italia 5
NO - Norvegia 5
BO - Bolivia 4
BY - Bielorussia 4
CH - Svizzera 4
CO - Colombia 4
HR - Croazia 4
ID - Indonesia 4
MX - Messico 4
BG - Bulgaria 3
EU - Europa 3
PH - Filippine 3
AE - Emirati Arabi Uniti 2
CL - Cile 2
KZ - Kazakistan 2
LT - Lituania 2
LV - Lettonia 2
QA - Qatar 2
SA - Arabia Saudita 2
UZ - Uzbekistan 2
AL - Albania 1
AU - Australia 1
AZ - Azerbaigian 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GR - Grecia 1
GT - Guatemala 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
MN - Mongolia 1
SR - Suriname 1
SV - El Salvador 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 9.883
Salva come PNG Salva come JPEG
Città #
Ann Arbor 1.452
Chandler 488
Princeton 470
Woodbridge 387
Jacksonville 377
Houston 329
Singapore 241
Wilmington 219
Ashburn 208
Dublin 162
Dong Ket 136
Izmir 111
Moscow 109
Salerno 106
Beijing 104
Andover 102
Nanjing 83
Munich 82
Boardman 76
Hong Kong 69
Naples 61
Pellezzano 53
The Dalles 44
Columbus 40
Fairfield 40
Helsinki 39
Redwood City 36
Fisciano 31
Hebei 30
Pune 30
São Paulo 29
Council Bluffs 27
Nanchang 26
Norwalk 26
Changsha 25
New York 24
Jiaxing 23
Amsterdam 22
Dallas 21
Milan 19
Nuremberg 19
Rome 19
Washington 18
Napoli 16
Tokyo 16
Los Angeles 15
San Mango Piemonte 14
Shanghai 14
Cambridge 13
Phoenix 13
Santa Clara 13
Shenyang 13
Tianjin 13
Lappeenranta 12
London 12
Seattle 12
Liège 11
New Delhi 11
Palomonte 10
San Diego 10
Florence 9
Guangzhou 9
Vienna 9
Acerra 8
Atlanta 8
Brooklyn 8
Cisterna 8
Ferrandina 8
Palermo 8
San Francisco 8
Sarno 8
Tabriz 8
Belo Horizonte 7
Dalmine 7
Montreal 7
Rio de Janeiro 7
Boston 6
Dearborn 6
Falls Church 6
Lima 6
Mercato San Severino 6
Tappahannock 6
Yubileyny 6
Auckland 5
Brasília 5
Chicago 5
Curitiba 5
Denver 5
Dhaka 5
Dolo 5
Karachi 5
Mestre 5
Quito 5
Redmond 5
Southampton 5
Stockholm 5
Tanta 5
Treviso 5
Warsaw 5
Ankara 4
Totale 6.484
Salva come PNG Salva come JPEG
Nome #
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 227
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 195
Simplified finite element analysis of bolted Tstub connection components 152
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 134
Innovative connections for timber panel buildings 134
Full Strength of Column Base Connections accounting for Random Material Variability 122
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 121
Critical issues in parametric calibration of cyclic models for steel members 120
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 119
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 116
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 113
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 110
Experimental analysis of friction material for Free from Damage connections 109
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 109
Cyclic Model of Beam-to-Column Joints 102
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 100
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 100
Rotational behaviour of column base plate connections: Experimental analysis and modelling 99
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 98
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 98
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 98
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 95
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 94
Cyclic modelling of bolted beam-to-column connections: component approach 93
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 93
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 93
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 93
Bolted T-stubs: A refined model for flange and bolt fracture modes 92
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 91
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 90
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 89
Theoretical and experimental analysis of t-stubs with four bolts in one row 88
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 86
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 86
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 84
Experimental analysis on friction materials for supplemental damping devices 83
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 83
X.shaped T-stub joints: experimental analysis and design 82
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 81
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 81
Design of X-shaped double split tee joints accounting for moment–shear interaction 80
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 80
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 79
Cyclic behaviour of friction materials for FREEDAM connections 79
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 78
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 78
Design of full-strength full-ductility extended end-plate beam-to-column joints 78
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 77
Seismic behaviour of moment resisting frames with dissipative double split tee joints 76
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 75
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 74
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 74
Development and validation of design criteria for free from damage steel joints 74
Comportamento a collasso di T-stub dissipativi 73
Design of column base connections - Monte Carlo Simulation 73
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 73
Preliminar study on beam-to-column joints under impact loading 71
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 70
Performance evaluation of a seismic retrofitted R.C. precast industrial building 70
Experimental assessment of friction dampers under impact loading 70
Analytical assessment of the friction dampers behaviour under different loading rates 70
Bearing strength of shear connections for tubular structures: An analytical approach 69
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 67
COMPORTAMENTO TEORICO-SPERIMENTALE DI GIUNTI DI BASE IN STRUTTURE IN ACCIAIO 65
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 65
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 65
PRELIMINARY ANALYSIS AND DESIGN OF AN EXPERIMENTAL FACILITY FOR THE PSEUDODYNAMIC EARTHQUAKE TEST OF A REAL SCALE STEEL MOMENT RESISTING FRAME WITH PARTIAL STRENGTH JOINT 64
Experimental analysis and design of friction joints equipped with sprayed aluminium dampers 64
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 63
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 62
Component modelling of connections between circular-hollow-sections and through-all members 62
Comportamento ciclico di nodi flangiati trave-colonna in acciaio 62
Reliable calibration of cyclic models for steel members 62
CYCLIC BEHAVIOR OF EXPOSED COLUMN BASE JOINTS: EXPERIMENTAL ANALYSIS AND MECHANICAL MODELING 61
Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames 61
Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections 59
Cyclic modelling of steel beam-to-column extended end plate joints 58
Monotonic Modelling, Cyclic Behaviour and Fatigue Life of Dissipative T-stubs 58
Influence of local buckling on the shear resistance of bolted connections for tubular racking structures 58
Recent advances in the technologies of connection for panel structures: Design and cost analysis of different solutions with X-shaped dissipative connectors 57
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 57
Theoretical and Experimental Analysis of Dissipative T-stubs 55
Ultimate behaviour of dissipative T-Stub connections 54
Random material variability effects on the seismic design of exposed column base plate connections: monte carlo analysis 54
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs) 54
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 54
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS 54
Friction T-stub Joints under Cyclic Loads: Experimental Behavior 53
Bending response of sandwich panels with steel skins and aluminium foam core 53
Application of a Genetic Algorithm for the Optimal Calibration of Hysteretic Models 52
Friction Joints equipped with sprayed aluminium dampers: experimental analysis and design 52
Experimental analysis and FE modeling of square hollow sections under combined axial and bending loads 52
Effective placement of self-centering damage-free connections for seismic-resilient steel moment resisting frames 51
Influence of joint modelling on the seismic responce of moment resistant steel frames 50
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 49
FE analysis of bolted T-stubs in the large deformation range: a preliminary study 49
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 48
Experimental and numerical assessment of steel beams under impact loadings 48
Design criteria for beam-to-column connections equipped with friction devices 48
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 47
Totale 8.041
Salva come PNG Salva come JPEG
Categoria #
all - tutte 45.472
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 45.472
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021944 5 48 46 13 111 74 98 15 214 29 102 189
2021/2022863 17 0 6 15 15 28 17 36 108 110 148 363
2022/20231.293 134 80 22 161 163 286 10 118 192 10 75 42
2023/2024833 79 94 70 34 47 152 39 28 28 38 46 178
2024/20252.542 82 65 118 119 130 295 453 195 355 161 308 261
2025/202695 95 0 0 0 0 0 0 0 0 0 0 0
Totale 10.359