UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
NA - Nord America 5.131
EU - Europa 2.285
AS - Asia 1.573
SA - Sud America 205
AF - Africa 46
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.252
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Nazione #
US - Stati Uniti d'America 5.119
IT - Italia 812
SG - Singapore 592
CN - Cina 441
RU - Federazione Russa 423
UA - Ucraina 294
BR - Brasile 175
IE - Irlanda 167
DE - Germania 161
SE - Svezia 137
VN - Vietnam 137
TR - Turchia 121
FI - Finlandia 115
KR - Corea 85
HK - Hong Kong 55
IN - India 50
GB - Regno Unito 36
NL - Olanda 34
DZ - Algeria 30
JP - Giappone 26
AT - Austria 22
IR - Iran 21
BE - Belgio 16
FR - Francia 15
PT - Portogallo 13
BD - Bangladesh 10
PK - Pakistan 9
CA - Canada 8
NZ - Nuova Zelanda 8
PE - Perù 8
TW - Taiwan 7
AR - Argentina 6
CZ - Repubblica Ceca 6
EG - Egitto 6
RO - Romania 6
EC - Ecuador 5
NO - Norvegia 5
TN - Tunisia 5
BY - Bielorussia 4
CH - Svizzera 4
HR - Croazia 4
VE - Venezuela 4
ZA - Sudafrica 4
BG - Bulgaria 3
BO - Bolivia 3
CO - Colombia 3
EU - Europa 3
PH - Filippine 3
ID - Indonesia 2
IQ - Iraq 2
KZ - Kazakistan 2
LV - Lettonia 2
QA - Qatar 2
UZ - Uzbekistan 2
AL - Albania 1
AU - Australia 1
AZ - Azerbaigian 1
CL - Cile 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GR - Grecia 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
MN - Mongolia 1
MX - Messico 1
PL - Polonia 1
RS - Serbia 1
SV - El Salvador 1
Totale 9.252
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Città #
Ann Arbor 1.452
Chandler 488
Princeton 470
Woodbridge 386
Jacksonville 377
Houston 329
Singapore 229
Wilmington 219
Ashburn 202
Dublin 162
Dong Ket 136
Izmir 110
Moscow 109
Salerno 106
Andover 102
Beijing 93
Nanjing 83
Boardman 76
Munich 66
Naples 60
Pellezzano 53
Hong Kong 46
Fairfield 40
Helsinki 39
Redwood City 36
Hebei 30
Fisciano 28
Pune 28
Council Bluffs 27
Nanchang 26
Norwalk 26
Changsha 23
Jiaxing 23
São Paulo 21
Amsterdam 20
Milan 18
Rome 18
Washington 18
Dallas 16
Napoli 16
New York 16
Nuremberg 15
Tokyo 15
San Mango Piemonte 14
Shanghai 14
Cambridge 13
Shenyang 13
Tianjin 13
Lappeenranta 12
Liège 11
Phoenix 11
Seattle 11
Palomonte 10
San Diego 10
Santa Clara 10
Florence 9
Guangzhou 9
London 9
New Delhi 9
Vienna 9
Acerra 8
Cisterna 8
Ferrandina 8
Los Angeles 8
Palermo 8
Sarno 8
Tabriz 8
The Dalles 8
Dalmine 7
Dearborn 6
Falls Church 6
Lima 6
Mercato San Severino 6
Tappahannock 6
Yubileyny 6
Auckland 5
Belo Horizonte 5
Brasília 5
Dolo 5
Mestre 5
Quito 5
Redmond 5
Rio de Janeiro 5
Southampton 5
Tanta 5
Treviso 5
Borzonasca 4
Cape Town 4
Coimbra 4
Dhaka 4
Evora 4
Fort Worth 4
Indiana 4
Karachi 4
Legnaro 4
Pomarico 4
Samobor 4
Shenzhen 4
St Petersburg 4
Trento 4
Totale 6.258
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Nome #
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 225
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 194
Simplified finite element analysis of bolted Tstub connection components 150
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 131
Innovative connections for timber panel buildings 129
Full Strength of Column Base Connections accounting for Random Material Variability 119
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 118
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 115
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 113
Critical issues in parametric calibration of cyclic models for steel members 112
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 108
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 108
Experimental analysis of friction material for Free from Damage connections 108
Cyclic Model of Beam-to-Column Joints 100
Rotational behaviour of column base plate connections: Experimental analysis and modelling 99
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 98
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 97
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 96
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 95
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 95
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 93
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 92
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 92
Cyclic modelling of bolted beam-to-column connections: component approach 91
Bolted T-stubs: A refined model for flange and bolt fracture modes 90
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 89
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 89
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 88
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 88
Theoretical and experimental analysis of t-stubs with four bolts in one row 87
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 86
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 83
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 82
Experimental analysis on friction materials for supplemental damping devices 82
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 82
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 80
X.shaped T-stub joints: experimental analysis and design 79
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 79
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 79
Design of X-shaped double split tee joints accounting for moment–shear interaction 78
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 78
Cyclic behaviour of friction materials for FREEDAM connections 78
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 76
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 76
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 75
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 74
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 74
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 74
Seismic behaviour of moment resisting frames with dissipative double split tee joints 74
Design of full-strength full-ductility extended end-plate beam-to-column joints 74
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
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 71
Comportamento a collasso di T-stub dissipativi 69
Experimental assessment of friction dampers under impact loading 69
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 68
Performance evaluation of a seismic retrofitted R.C. precast industrial building 68
Development and validation of design criteria for free from damage steel joints 68
Preliminar study on beam-to-column joints under impact loading 68
COMPORTAMENTO TEORICO-SPERIMENTALE DI GIUNTI DI BASE IN STRUTTURE IN ACCIAIO 65
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 65
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 65
Analytical assessment of the friction dampers behaviour under different loading rates 64
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 64
Experimental analysis and design of friction joints equipped with sprayed aluminium dampers 63
Bearing strength of shear connections for tubular structures: An analytical approach 63
Comportamento ciclico di nodi flangiati trave-colonna in acciaio 62
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 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
Cyclic modelling of steel beam-to-column extended end plate joints 58
Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections 58
Reliable calibration of cyclic models for steel members 58
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 57
Recent advances in the technologies of connection for panel structures: Design and cost analysis of different solutions with X-shaped dissipative connectors 57
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 57
Influence of local buckling on the shear resistance of bolted connections for tubular racking structures 56
Theoretical and Experimental Analysis of Dissipative T-stubs 55
Monotonic Modelling, Cyclic Behaviour and Fatigue Life of Dissipative T-stubs 55
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 55
Random material variability effects on the seismic design of exposed column base plate connections: monte carlo analysis 54
Friction T-stub Joints under Cyclic Loads: Experimental Behavior 52
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs) 52
Ultimate behaviour of dissipative T-Stub connections 51
Friction Joints equipped with sprayed aluminium dampers: experimental analysis and design 51
Experimental analysis and FE modeling of square hollow sections under combined axial and bending loads 51
Component modelling of connections between circular-hollow-sections and through-all members 50
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS 50
Bending response of sandwich panels with steel skins and aluminium foam core 50
FE analysis of bolted T-stubs in the large deformation range: a preliminary study 48
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 48
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 47
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 47
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 47
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 47
Influence of joint modelling on the seismic responce of moment resistant steel frames 45
Effective placement of self-centering damage-free connections for seismic-resilient steel moment resisting frames 45
Application of a Genetic Algorithm for the Optimal Calibration of Hysteretic Models 44
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 44
Experimental and numerical assessment of steel beams under impact loadings 43
Totale 7.726
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Categoria #
all - tutte 42.626
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 42.626
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020220 0 0 0 0 0 0 0 0 0 0 129 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
2022/20231.293 134 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
2024/20252.006 82 65 118 119 130 295 453 195 355 161 33 0
Totale 9.728