UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
AS - Asia 11.454
NA - Nord America 7.659
EU - Europa 3.109
SA - Sud America 898
AF - Africa 177
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 7
Totale 23.323
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Nazione #
US - Stati Uniti d'America 7.525
HK - Hong Kong 7.162
SG - Singapore 1.882
IT - Italia 1.044
CN - Cina 796
VN - Vietnam 668
BR - Brasile 653
RU - Federazione Russa 437
UA - Ucraina 306
DE - Germania 226
FR - Francia 216
IE - Irlanda 174
TR - Turchia 166
SE - Svezia 163
KR - Corea 162
IN - India 157
FI - Finlandia 139
GB - Regno Unito 122
AR - Argentina 87
BD - Bangladesh 72
IQ - Iraq 64
CA - Canada 61
JP - Giappone 61
NL - Olanda 59
MX - Messico 44
ZA - Sudafrica 42
DZ - Algeria 38
PL - Polonia 38
CO - Colombia 37
PK - Pakistan 37
ID - Indonesia 29
VE - Venezuela 29
AT - Austria 26
SA - Arabia Saudita 25
IR - Iran 24
MA - Marocco 24
PH - Filippine 23
EC - Ecuador 22
ES - Italia 22
PT - Portogallo 20
BE - Belgio 17
MY - Malesia 17
TN - Tunisia 17
BO - Bolivia 16
CL - Cile 16
NZ - Nuova Zelanda 16
UZ - Uzbekistan 16
PY - Paraguay 15
JO - Giordania 14
AE - Emirati Arabi Uniti 13
KE - Kenya 13
LT - Lituania 12
PE - Perù 12
EG - Egitto 11
UY - Uruguay 10
KZ - Kazakistan 9
RO - Romania 9
AL - Albania 8
CZ - Repubblica Ceca 8
NO - Norvegia 8
RS - Serbia 8
CH - Svizzera 7
HR - Croazia 7
TW - Taiwan 7
BG - Bulgaria 6
CR - Costa Rica 6
ET - Etiopia 6
GR - Grecia 6
LB - Libano 6
AZ - Azerbaigian 5
BY - Bielorussia 5
IL - Israele 5
MD - Moldavia 5
OM - Oman 5
HN - Honduras 4
JM - Giamaica 4
LY - Libia 4
NP - Nepal 4
PS - Palestinian Territory 4
XK - ???statistics.table.value.countryCode.XK??? 4
AU - Australia 3
BW - Botswana 3
CI - Costa d'Avorio 3
EU - Europa 3
KW - Kuwait 3
ML - Mali 3
SN - Senegal 3
SY - Repubblica araba siriana 3
AD - Andorra 2
BB - Barbados 2
DJ - Gibuti 2
DK - Danimarca 2
EE - Estonia 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
MN - Mongolia 2
NI - Nicaragua 2
PA - Panama 2
QA - Qatar 2
TH - Thailandia 2
Totale 23.295
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Città #
Hong Kong 7.134
Ann Arbor 1.452
Singapore 933
San Jose 685
Chandler 488
Princeton 470
Ashburn 450
Woodbridge 388
Jacksonville 377
Dallas 355
Houston 334
Council Bluffs 236
Wilmington 219
The Dalles 190
Ho Chi Minh City 184
Lauterbourg 173
Dublin 169
Beijing 159
Dong Ket 136
Hanoi 136
Izmir 112
Moscow 111
Salerno 110
Andover 102
Munich 97
Nanjing 83
Boardman 77
Naples 75
New York 74
Los Angeles 69
São Paulo 66
Helsinki 54
Pellezzano 53
Fisciano 49
Santa Clara 43
Tokyo 43
Columbus 40
Fairfield 40
Redwood City 36
Rome 36
Milan 34
Warsaw 32
Orem 31
Amsterdam 30
Hebei 30
Pune 30
Brooklyn 29
Changsha 26
Nanchang 26
Norwalk 26
Stockholm 25
Baghdad 24
Da Nang 24
Johannesburg 24
London 24
Jiaxing 23
Montreal 22
Nuremberg 22
Haiphong 21
Florence 20
Phoenix 20
Rio de Janeiro 20
Shanghai 20
Frankfurt am Main 19
New Delhi 19
Washington 19
Boston 17
Denver 17
Dhaka 17
Atlanta 16
Basingstoke 16
Chennai 16
Lappeenranta 16
Napoli 16
San Francisco 16
Shenyang 16
Tashkent 16
Chicago 15
Curitiba 15
Guangzhou 15
Seattle 15
Manchester 14
Poplar 14
San Mango Piemonte 14
Seoul 14
Ankara 13
Cambridge 13
Quito 13
Tianjin 13
Amman 12
Belo Horizonte 12
Medellín 12
Mumbai 12
Nairobi 12
Palermo 12
Porto Alegre 12
Cape Town 11
Hải Dương 11
Liège 11
San Diego 11
Totale 17.153
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.155
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 923
Seismic Assessment of the DREAMERS Building Prototype 733
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 530
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 483
Theoretical and experimental analysis of t-stubs with four bolts in one row 457
Mechanical modelling of exposed column base plate joints under cyclic loads 425
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 384
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 382
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 379
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 287
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 284
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 273
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 218
Seismic enhancement of masonry arches by means of fibrereinforced mortar 215
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 212
Critical issues in parametric calibration of cyclic models for steel members 209
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 199
Proposed simplified approach for the seismic analysis of multi-storey moment resisting framed buildings incorporating friction sliders 188
Damage-free self-centring links for eccentrically braced frames: development and numerical study 187
Simplified finite element analysis of bolted Tstub connection components 187
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 178
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 171
Innovative connections for timber panel buildings 170
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 161
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 156
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 150
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 147
Full Strength of Column Base Connections accounting for Random Material Variability 147
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 146
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 145
Experimental analysis of friction material for Free from Damage connections 145
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 143
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 141
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 140
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 138
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 137
Bolted T-stubs: A refined model for flange and bolt fracture modes 136
Genetic Algorithm for the optimal placement of Self-Centering Damage-Free joints in steel MRFs 134
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 134
Bearing strength of shear connections for tubular structures: An analytical approach 134
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 132
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 130
Experimental and theoretical analysis of shear bolted connections for tubular structures 130
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 129
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 126
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 124
Development and validation of design criteria for free from damage steel joints 124
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 121
Performance evaluation of a seismic retrofitted R.C. precast industrial building 121
Component modelling of connections between circular-hollow-sections and through-all members 120
Rotational behaviour of column base plate connections: Experimental analysis and modelling 120
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 120
null 119
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 119
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 119
Cyclic modelling of bolted beam-to-column connections: component approach 118
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 118
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 118
Reliable calibration of cyclic models for steel members 118
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 117
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 117
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 116
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 114
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 113
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 113
Design of full-strength full-ductility extended end-plate beam-to-column joints 113
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 113
Analytical assessment of the friction dampers behaviour under different loading rates 112
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 110
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 110
Experimental analysis on friction materials for supplemental damping devices 109
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 106
X.shaped T-stub joints: experimental analysis and design 106
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 106
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 106
Preliminar study on beam-to-column joints under impact loading 106
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 105
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 105
Design of X-shaped double split tee joints accounting for moment–shear interaction 105
Cyclic behaviour of friction materials for FREEDAM connections 104
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections 103
Bending response of sandwich panels with steel skins and aluminium foam core 103
Seismic behaviour of moment resisting frames with dissipative double split tee joints 102
Influence of joint modelling on the seismic responce of moment resistant steel frames 99
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 98
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 97
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 97
Design of column base connections - Monte Carlo Simulation 96
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 96
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 95
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS 95
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 94
Comportamento a collasso di T-stub dissipativi 93
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 93
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 93
Parametric study and finite element analysis of self-centring steel column bases with different structural properties 92
Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections 92
Application of a Genetic Algorithm for the Optimal Calibration of Hysteretic Models 91
Influence of local buckling on the shear resistance of bolted connections for tubular racking structures 91
Totale 17.715
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Categoria #
all - tutte 73.276
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 73.276
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021320 0 0 0 0 0 0 0 0 0 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
2025/202613.537 2.236 3.455 2.435 590 1.067 518 1.424 364 525 923 0 0
Totale 23.801