UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
AS - Asia 10.138
NA - Nord America 6.365
EU - Europa 2.642
SA - Sud America 655
AF - Africa 105
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 6
Totale 19.926
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Nazione #
HK - Hong Kong 7.081
US - Stati Uniti d'America 6.269
SG - Singapore 1.405
IT - Italia 915
CN - Cina 716
BR - Brasile 534
RU - Federazione Russa 431
VN - Vietnam 358
UA - Ucraina 305
DE - Germania 199
IE - Irlanda 167
SE - Svezia 160
TR - Turchia 148
KR - Corea 137
FI - Finlandia 123
GB - Regno Unito 91
IN - India 87
CA - Canada 53
AR - Argentina 51
JP - Giappone 45
NL - Olanda 42
DZ - Algeria 34
PL - Polonia 34
MX - Messico 31
BD - Bangladesh 26
ZA - Sudafrica 25
IR - Iran 24
AT - Austria 23
FR - Francia 22
IQ - Iraq 20
BE - Belgio 17
CO - Colombia 17
ES - Italia 17
PT - Portogallo 16
PK - Pakistan 15
ID - Indonesia 14
NZ - Nuova Zelanda 13
LT - Lituania 11
PE - Perù 11
VE - Venezuela 11
EC - Ecuador 10
MA - Marocco 10
PH - Filippine 9
TN - Tunisia 9
AE - Emirati Arabi Uniti 8
CZ - Repubblica Ceca 8
PY - Paraguay 8
RS - Serbia 8
EG - Egitto 7
NO - Norvegia 7
RO - Romania 7
TW - Taiwan 7
HR - Croazia 6
UZ - Uzbekistan 6
BG - Bulgaria 5
BO - Bolivia 5
CH - Svizzera 5
CL - Cile 5
GR - Grecia 5
JO - Giordania 5
KE - Kenya 5
BY - Bielorussia 4
KZ - Kazakistan 4
MD - Moldavia 4
EU - Europa 3
MY - Malesia 3
SA - Arabia Saudita 3
XK - ???statistics.table.value.countryCode.XK??? 3
AD - Andorra 2
AL - Albania 2
AU - Australia 2
AZ - Azerbaigian 2
BW - Botswana 2
CI - Costa d'Avorio 2
CR - Costa Rica 2
DJ - Gibuti 2
DK - Danimarca 2
KW - Kuwait 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
LV - Lettonia 2
LY - Libia 2
QA - Qatar 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
AM - Armenia 1
BB - Barbados 1
BF - Burkina Faso 1
BZ - Belize 1
CG - Congo 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GT - Guatemala 1
HN - Honduras 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
KH - Cambogia 1
LK - Sri Lanka 1
ML - Mali 1
Totale 19.916
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Città #
Hong Kong 7.059
Ann Arbor 1.452
Singapore 673
Chandler 488
Princeton 470
Woodbridge 387
Jacksonville 377
Dallas 349
Ashburn 336
Houston 334
Wilmington 219
Dublin 162
Beijing 148
Dong Ket 136
Izmir 111
Moscow 111
Salerno 106
Andover 102
The Dalles 102
Munich 97
Ho Chi Minh City 85
Nanjing 83
Boardman 77
Los Angeles 64
Naples 64
New York 64
São Paulo 60
Pellezzano 53
Hanoi 52
Fisciano 44
Columbus 40
Fairfield 40
Helsinki 40
Redwood City 36
Council Bluffs 32
Warsaw 31
Hebei 30
Pune 30
Rome 28
Santa Clara 28
Tokyo 28
Brooklyn 27
Changsha 26
Milan 26
Nanchang 26
Norwalk 26
Amsterdam 24
Jiaxing 23
Stockholm 23
London 22
San Jose 22
Montreal 20
Nuremberg 20
Phoenix 20
Washington 18
Boston 17
Denver 17
Johannesburg 17
Orem 17
Shanghai 17
Florence 16
Napoli 16
New Delhi 16
Shenyang 16
Lappeenranta 15
San Francisco 15
Atlanta 14
Guangzhou 14
Poplar 14
Rio de Janeiro 14
San Mango Piemonte 14
Seattle 14
Seoul 14
Cambridge 13
Chicago 13
Tianjin 13
Ankara 12
Da Nang 12
Manchester 12
Curitiba 11
Liège 11
Chennai 10
Palomonte 10
Porto Alegre 10
San Diego 10
Toronto 10
Dhaka 9
Haiphong 9
Tabriz 9
Vienna 9
Acerra 8
Belo Horizonte 8
Cisterna 8
Ferrandina 8
Lima 8
Mumbai 8
Palermo 8
Sarno 8
Auckland 7
Bursa 7
Totale 15.089
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.135
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 907
Seismic Assessment of the DREAMERS Building Prototype 715
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 510
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 462
Theoretical and experimental analysis of t-stubs with four bolts in one row 433
Mechanical modelling of exposed column base plate joints under cyclic loads 417
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 364
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 361
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 360
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 271
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 254
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 248
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 198
Seismic enhancement of masonry arches by means of fibrereinforced mortar 197
Critical issues in parametric calibration of cyclic models for steel members 190
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 172
Proposed simplified approach for the seismic analysis of multi-storey moment resisting framed buildings incorporating friction sliders 169
Damage-free self-centring links for eccentrically braced frames: development and numerical study 165
Simplified finite element analysis of bolted Tstub connection components 163
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 161
Innovative connections for timber panel buildings 154
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 150
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 148
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 144
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 139
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 136
Full Strength of Column Base Connections accounting for Random Material Variability 135
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 132
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 131
Experimental analysis of friction material for Free from Damage connections 128
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 123
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 122
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 122
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 120
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 120
Bolted T-stubs: A refined model for flange and bolt fracture modes 119
Bearing strength of shear connections for tubular structures: An analytical approach 118
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 116
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 115
Genetic Algorithm for the optimal placement of Self-Centering Damage-Free joints in steel MRFs 114
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 114
Cyclic Model of Beam-to-Column Joints 112
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 112
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 111
Experimental and theoretical analysis of shear bolted connections for tubular structures 111
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 109
Cyclic modelling of bolted beam-to-column connections: component approach 109
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 109
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 109
Rotational behaviour of column base plate connections: Experimental analysis and modelling 107
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 106
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 106
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 106
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 104
Performance evaluation of a seismic retrofitted R.C. precast industrial building 104
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 103
Experimental analysis on friction materials for supplemental damping devices 100
Development and validation of design criteria for free from damage steel joints 100
Reliable calibration of cyclic models for steel members 100
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 99
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 99
Analytical assessment of the friction dampers behaviour under different loading rates 99
Design of full-strength full-ductility extended end-plate beam-to-column joints 98
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 98
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 96
Design of X-shaped double split tee joints accounting for moment–shear interaction 95
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 95
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 95
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 94
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 93
X.shaped T-stub joints: experimental analysis and design 92
Cyclic behaviour of friction materials for FREEDAM connections 91
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 90
Preliminar study on beam-to-column joints under impact loading 90
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 90
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 88
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections 88
Seismic behaviour of moment resisting frames with dissipative double split tee joints 87
Influence of joint modelling on the seismic responce of moment resistant steel frames 86
Component modelling of connections between circular-hollow-sections and through-all members 84
Design of column base connections - Monte Carlo Simulation 84
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 84
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 84
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 82
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 82
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 82
Comportamento a collasso di T-stub dissipativi 81
Bending response of sandwich panels with steel skins and aluminium foam core 81
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 80
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 80
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 79
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 79
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 78
Parametric study and finite element analysis of self-centring steel column bases with different structural properties 77
Friction Joints equipped with sprayed aluminium dampers: experimental analysis and design 77
Experimental analysis and FE modeling of square hollow sections under combined axial and bending loads 76
Experimental assessment of friction dampers under impact loading 76
Design criteria for beam-to-column connections equipped with friction devices 76
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 75
Totale 15.930
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Categoria #
all - tutte 67.878
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 67.878
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021721 0 0 0 0 0 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
2025/202610.139 2.236 3.455 2.435 590 1.067 356 0 0 0 0 0 0
Totale 20.403