UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
NA - Nord America 4.979
EU - Europa 1.430
AS - Asia 665
AF - Africa 35
SA - Sud America 10
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 2
Totale 7.124
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Nazione #
US - Stati Uniti d'America 4.973
IT - Italia 609
CN - Cina 329
UA - Ucraina 289
IE - Irlanda 168
VN - Vietnam 137
SE - Svezia 136
TR - Turchia 112
DE - Germania 76
FI - Finlandia 70
DZ - Algeria 30
IN - India 29
GB - Regno Unito 26
JP - Giappone 21
FR - Francia 13
PT - Portogallo 12
IR - Iran 10
HK - Hong Kong 6
BE - Belgio 5
CA - Canada 5
EG - Egitto 5
PE - Perù 5
TW - Taiwan 5
BY - Bielorussia 4
CZ - Repubblica Ceca 4
PK - Pakistan 4
RO - Romania 4
RU - Federazione Russa 4
BG - Bulgaria 3
EU - Europa 3
BR - Brasile 2
EC - Ecuador 2
ID - Indonesia 2
KR - Corea 2
PH - Filippine 2
AT - Austria 1
AU - Australia 1
BD - Bangladesh 1
CH - Svizzera 1
CL - Cile 1
DK - Danimarca 1
GR - Grecia 1
KH - Cambogia 1
LK - Sri Lanka 1
MN - Mongolia 1
MX - Messico 1
NL - Olanda 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PL - Polonia 1
QA - Qatar 1
SG - Singapore 1
Totale 7.124
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Città #
Ann Arbor 1.452
Chandler 490
Princeton 471
Woodbridge 386
Jacksonville 377
Houston 329
Wilmington 219
Ashburn 167
Dublin 163
Dong Ket 136
Izmir 109
Salerno 104
Andover 102
Beijing 86
Nanjing 82
Boardman 75
Pellezzano 53
Fairfield 40
Redwood City 36
Hebei 30
Pune 28
Nanchang 26
Norwalk 26
Jiaxing 22
Changsha 21
Washington 17
Napoli 16
New York 16
Tokyo 15
San Mango Piemonte 14
Cambridge 13
Shenyang 13
Tianjin 13
Fisciano 12
Lappeenranta 12
Milan 11
Naples 11
Rome 11
Seattle 11
San Diego 10
London 9
Shanghai 9
Acerra 8
Cisterna 8
Ferrandina 8
Tabriz 8
Phoenix 7
Dearborn 6
Falls Church 6
Mercato San Severino 6
Palermo 6
Tappahannock 6
Dolo 5
Lima 5
Mestre 5
Redmond 5
Tanta 5
Treviso 5
Borzonasca 4
Coimbra 4
Evora 4
Indiana 4
Karachi 4
Legnaro 4
Pomarico 4
Trento 4
Yellow Springs 4
Atlanta 3
Barnsley 3
Bergamo 3
Brest 3
Brusciano 3
Casoria 3
Catanzaro 3
Düsseldorf 3
Florence 3
Fratta 3
Guangzhou 3
Hefei 3
Ougrée 3
Perugia 3
Taurianova 3
Angri 2
Ankara 2
Castellammare Di Stabia 2
Central 2
Chicago 2
Curti 2
Danderyd 2
Fuzhou 2
Greenwich 2
Hong Kong 2
Karlsruhe 2
Kassel 2
Liège 2
Minden 2
Mountain View 2
Ningbo 2
Nocera Inferiore 2
Pomigliano d'Arco 2
Totale 5.459
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Nome #
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 210
Innovative connections for timber panel buildings 117
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 111
Simplified finite element analysis of bolted Tstub connection components 110
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 108
Full Strength of Column Base Connections accounting for Random Material Variability 102
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 98
Critical issues in parametric calibration of cyclic models for steel members 97
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 96
Experimental analysis of friction material for Free from Damage connections 96
Cyclic Model of Beam-to-Column Joints 95
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 93
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 93
Rotational behaviour of column base plate connections: Experimental analysis and modelling 91
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 90
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 86
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 86
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 85
Cyclic modelling of bolted beam-to-column connections: component approach 84
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 84
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 82
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 81
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 80
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 80
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 78
Theoretical and experimental analysis of t-stubs with four bolts in one row 78
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 78
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 78
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 77
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 76
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 76
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 75
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 74
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 74
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 73
X.shaped T-stub joints: experimental analysis and design 72
Experimental analysis on friction materials for supplemental damping devices 71
Design of X-shaped double split tee joints accounting for moment–shear interaction 70
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 68
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 68
Bolted T-stubs: A refined model for flange and bolt fracture modes 68
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 68
Cyclic behaviour of friction materials for FREEDAM connections 68
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 67
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 67
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 66
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 66
Experimental assessment of friction dampers under impact loading 65
Design of column base connections - Monte Carlo Simulation 64
Design of full-strength full-ductility extended end-plate beam-to-column joints 63
Seismic behaviour of moment resisting frames with dissipative double split tee joints 62
Performance evaluation of a seismic retrofitted R.C. precast industrial building 62
Comportamento a collasso di T-stub dissipativi 61
COMPORTAMENTO TEORICO-SPERIMENTALE DI GIUNTI DI BASE IN STRUTTURE IN ACCIAIO 60
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 60
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 59
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 59
Preliminar study on beam-to-column joints under impact loading 59
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 58
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 58
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 58
Comportamento ciclico di nodi flangiati trave-colonna in acciaio 57
Development and validation of design criteria for free from damage steel joints 57
Experimental analysis and design of friction joints equipped with sprayed aluminium dampers 55
Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames 55
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 54
CYCLIC BEHAVIOR OF EXPOSED COLUMN BASE JOINTS: EXPERIMENTAL ANALYSIS AND MECHANICAL MODELING 54
Analytical assessment of the friction dampers behaviour under different loading rates 54
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 54
Cyclic modelling of steel beam-to-column extended end plate joints 53
Reliable calibration of cyclic models for steel members 52
Recent advances in the technologies of connection for panel structures: Design and cost analysis of different solutions with X-shaped dissipative connectors 52
Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections 50
Bearing strength of shear connections for tubular structures: An analytical approach 50
Influence of local buckling on the shear resistance of bolted connections for tubular racking structures 49
Friction Joints equipped with sprayed aluminium dampers: experimental analysis and design 48
Theoretical and Experimental Analysis of Dissipative T-stubs 47
Monotonic Modelling, Cyclic Behaviour and Fatigue Life of Dissipative T-stubs 47
Experimental analysis and FE modeling of square hollow sections under combined axial and bending loads 47
Friction T-stub Joints under Cyclic Loads: Experimental Behavior 46
null 46
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 46
Ultimate behaviour of dissipative T-Stub connections 45
Random material variability effects on the seismic design of exposed column base plate connections: monte carlo analysis 45
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 42
FE analysis of bolted T-stubs in the large deformation range: a preliminary study 42
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 42
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 42
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS 41
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 40
null 39
Influence of joint modelling on the seismic responce of moment resistant steel frames 39
Bending response of sandwich panels with steel skins and aluminium foam core 38
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 37
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 35
Chord failure resistance of 3D cut welded connections with CHS columns and through I-BEAMS 32
Finite element analysis of bolted T-stubs undergoing large displacement: A preliminary study 31
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 30
On the robustness of earthquake-resistant moment-resistant frames: Influence of innovative beam-to-column joints 29
Design criteria for beam-to-column connections equipped with friction devices 28
Totale 6.609
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Categoria #
all - tutte 23.740
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 23.740
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019170 0 0 0 0 0 0 0 0 0 22 136 12
2019/2020743 224 7 94 4 38 16 58 12 47 23 129 91
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
2022/20231.301 135 80 22 162 163 289 10 118 194 10 75 43
2023/2024599 79 95 70 34 49 152 39 28 28 25 0 0
Totale 7.496