UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
AS - Asia 11.690
NA - Nord America 8.298
EU - Europa 4.134
SA - Sud America 913
Continente sconosciuto - Info sul continente non disponibili 498
AF - Africa 182
OC - Oceania 19
Totale 25.734
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Nazione #
US - Stati Uniti d'America 8.098
HK - Hong Kong 7.207
IT - Italia 2.047
SG - Singapore 1.956
CN - Cina 879
VN - Vietnam 669
BR - Brasile 661
RU - Federazione Russa 437
UA - Ucraina 307
DE - Germania 231
FR - Francia 219
IE - Irlanda 175
TR - Turchia 167
KR - Corea 163
SE - Svezia 163
IN - India 159
FI - Finlandia 139
GB - Regno Unito 123
BD - Bangladesh 100
CA - Canada 94
AR - Argentina 87
IQ - Iraq 64
JP - Giappone 61
NL - Olanda 61
MX - Messico 53
ZA - Sudafrica 42
CO - Colombia 40
DZ - Algeria 38
PL - Polonia 38
PK - Pakistan 37
VE - Venezuela 31
ID - Indonesia 29
AT - Austria 26
ES - Italia 25
SA - Arabia Saudita 25
IR - Iran 24
MA - Marocco 24
PH - Filippine 23
EC - Ecuador 22
PT - Portogallo 22
BE - Belgio 19
CL - Cile 17
MY - Malesia 17
TN - Tunisia 17
BO - Bolivia 16
NZ - Nuova Zelanda 16
UZ - Uzbekistan 16
PY - Paraguay 15
AE - Emirati Arabi Uniti 14
JO - Giordania 14
KE - Kenya 14
PE - Perù 13
LT - Lituania 12
EG - Egitto 11
JM - Giamaica 11
UY - Uruguay 10
CZ - Repubblica Ceca 9
KZ - Kazakistan 9
RO - Romania 9
AL - Albania 8
CR - Costa Rica 8
NO - Norvegia 8
RS - Serbia 8
CH - Svizzera 7
HR - Croazia 7
TW - Taiwan 7
BG - Bulgaria 6
ET - Etiopia 6
GR - Grecia 6
HN - Honduras 6
LB - Libano 6
MD - Moldavia 6
AZ - Azerbaigian 5
BY - Bielorussia 5
GT - Guatemala 5
IL - Israele 5
OM - Oman 5
TT - Trinidad e Tobago 5
LY - Libia 4
NP - Nepal 4
PS - Palestinian Territory 4
XK - ???statistics.table.value.countryCode.XK??? 4
AU - Australia 3
BB - Barbados 3
BW - Botswana 3
CI - Costa d'Avorio 3
EU - Europa 3
KW - Kuwait 3
ML - Mali 3
NI - Nicaragua 3
SC - Seychelles 3
SN - Senegal 3
SY - Repubblica araba siriana 3
AD - Andorra 2
BS - Bahamas 2
DJ - Gibuti 2
DK - Danimarca 2
EE - Estonia 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
Totale 25.207
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Città #
Hong Kong 7.177
Ann Arbor 1.452
Singapore 968
San Jose 780
Milan 688
Chandler 488
Ashburn 474
Princeton 470
Woodbridge 388
Jacksonville 380
Dallas 362
Houston 345
Council Bluffs 243
Beijing 227
Wilmington 220
The Dalles 191
Ho Chi Minh City 185
Lauterbourg 173
Dublin 170
Rome 155
Dong Ket 136
Hanoi 136
Salerno 114
Izmir 112
Moscow 111
Andover 102
Munich 97
Naples 97
Santa Clara 97
New York 84
Nanjing 83
Boardman 77
Los Angeles 76
São Paulo 67
Helsinki 54
Pellezzano 53
Fisciano 49
Tokyo 43
Columbus 41
Fairfield 40
Turin 37
Figino 36
Redwood City 36
Brooklyn 33
Orem 32
Warsaw 32
Amsterdam 30
Hebei 30
Pune 30
Norwalk 27
Changsha 26
Nanchang 26
Phoenix 26
Stockholm 25
Baghdad 24
Da Nang 24
Johannesburg 24
London 24
Florence 23
Jiaxing 23
Montreal 23
Atlanta 22
Nuremberg 22
Chicago 21
Haiphong 21
Shanghai 21
Washington 21
Rio de Janeiro 20
Frankfurt am Main 19
New Delhi 19
Boston 18
Denver 18
Dhaka 18
Mexico City 18
San Francisco 18
Montoro 17
Seattle 17
Basingstoke 16
Chennai 16
Lappeenranta 16
Napoli 16
Shenyang 16
Tashkent 16
Toronto 16
Curitiba 15
Guangzhou 15
Palermo 15
Seoul 15
Manchester 14
Memphis 14
Poplar 14
San Mango Piemonte 14
Ankara 13
Cambridge 13
Mumbai 13
Nairobi 13
Porto Alegre 13
Quito 13
Tianjin 13
Amman 12
Totale 18.437
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.169
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 930
Seismic Assessment of the DREAMERS Building Prototype 740
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 537
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 495
Theoretical and experimental analysis of t-stubs with four bolts in one row 467
Mechanical modelling of exposed column base plate joints under cyclic loads 436
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 391
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 389
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 389
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 296
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 295
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 279
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 279
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 236
Seismic enhancement of masonry arches by means of fibrereinforced mortar 229
Critical issues in parametric calibration of cyclic models for steel members 215
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 209
Proposed simplified approach for the seismic analysis of multi-storey moment resisting framed buildings incorporating friction sliders 202
Damage-free self-centring links for eccentrically braced frames: development and numerical study 196
Simplified finite element analysis of bolted Tstub connection components 196
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 182
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 182
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 172
Innovative connections for timber panel buildings 172
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 165
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 161
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 160
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 158
Full Strength of Column Base Connections accounting for Random Material Variability 156
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 156
Experimental analysis of friction material for Free from Damage connections 156
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 154
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 152
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 152
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 146
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 146
Bearing strength of shear connections for tubular structures: An analytical approach 146
Genetic Algorithm for the optimal placement of Self-Centering Damage-Free joints in steel MRFs 145
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 140
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 139
Bolted T-stubs: A refined model for flange and bolt fracture modes 139
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 137
Rotational behaviour of column base plate connections: Experimental analysis and modelling 136
Development and validation of design criteria for free from damage steel joints 135
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 135
Experimental and theoretical analysis of shear bolted connections for tubular structures 134
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 133
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 133
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 132
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 132
Cyclic modelling of bolted beam-to-column connections: component approach 129
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 129
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 128
Performance evaluation of a seismic retrofitted R.C. precast industrial building 128
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 128
Reliable calibration of cyclic models for steel members 127
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 127
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 126
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 126
Design of full-strength full-ductility extended end-plate beam-to-column joints 126
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 126
Component modelling of connections between circular-hollow-sections and through-all members 124
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 123
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 122
Analytical assessment of the friction dampers behaviour under different loading rates 121
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 120
Experimental analysis on friction materials for supplemental damping devices 120
null 119
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 119
Application of Anti-seismic Devices with Metal Foam Core for the Retrofitting of an Existing Steel Structure 118
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 117
Design of X-shaped double split tee joints accounting for moment–shear interaction 117
Cyclic behaviour of friction materials for FREEDAM connections 117
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 117
Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations 116
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 115
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 115
Bending response of sandwich panels with steel skins and aluminium foam core 114
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 113
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 111
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 111
Application of a Genetic Algorithm for the Optimal Calibration of Hysteretic Models 110
Seismic behaviour of moment resisting frames with dissipative double split tee joints 109
X.shaped T-stub joints: experimental analysis and design 108
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 108
Preliminar study on beam-to-column joints under impact loading 108
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections 107
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 106
Influence of joint modelling on the seismic responce of moment resistant steel frames 106
Comportamento a collasso di T-stub dissipativi 104
Design of column base connections - Monte Carlo Simulation 104
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 104
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS 104
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 102
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 101
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 101
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 101
Cyclic response of low yielding connections using different friction materials 101
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 101
Totale 18.695
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Categoria #
all - tutte 82.187
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 82.187
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022846 0 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
2025/202614.987 2.236 3.455 2.435 590 1.067 518 1.424 364 525 1.015 301 1.057
2026/2027483 323 160 0 0 0 0 0 0 0 0 0 0
Totale 25.734